impaclib: a material property data library for impact analysis of

JAERI-Data/Code--97-049

IMPACLIB:A MATERIAL PROPERTY DATA LIBRARY FOR IMPACT ANALYSIS

OF RADIOACTIVE MATERIAL TRANSPORT CASKS

December 1997

Takeshi IKUSHIMA

•KWSfifiSfflBhSfiH

w n mJapan Atomic Energy Research Institute

- Mi.

AT,

This report is issued irregularly.

Inquiries about availability of the reports should be addressed to Research Information

Division, Department of Intellectual Resources, Japan Atomic Energy Research Institute,

Tokai-mura, Naka-gun, Ibaraki-ken 319-11, Japan.

© Japan Atomic Energy Research Institute, 1997

en m

JAERI-Data/Code 97-049

IMPACLIB: A Material Property Data Library for ImpactAnalysis of Radioactive Material Transport Casks

Takeshi IKUSHIMA

Department of Fuel Cycle Safety Research

Nuclear Safety Research Center

Tokai Research Establishment

Japan Atomic Energy Research Institute

Tokai-mura, Naka-gun, Ibaraki-ken

(Received November 5, 1997)

The paper describes the structural data library and graphical program for impact and stress

analyses of radioactive material transport casks. Four kinds of material data, structure steels,

stainless steels, leads and woods are compiled. These materials are main structural elements of

casks. Structural data such as, coefficient of thermal expansion, modulus of longitudinal elasticity,

modulus of transverse elasticity, Poisson's ratio and stress-strain relationship have been tabulated.

Main features of IMPACLIB are as follows:

(1) data have been tabulated against temperature or strain rate,

(2) thirteen kinds of polynominal fitting for stress-strain curve are available,

(3) it is capable of graphical representations for structural data and

(4) the IMPACLIB is able to be used on not only main frame computers but also work stations

(OS UNIX) and personal computers (OS Windows 3.1).

In the paper, brief illustration of data library is presented in the first section. The second section

presents descriptions of structural data. The third section provides a user's guide for computer

program and input data for the IMPACLIB.

Keywords: Computer Program, Data library, Structural Data, Stress Analysis,

Impact Analysis, Drop Impact, Transport Cask, Cask


I M P A C L I B

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Contents

1. Introduction 1

2. Description of Structural Material Property Data 3

3. Material Property Data Library 4

4. Computer Program 23

4.1 Program Description 23

4.2 Description of Input Data 24

4.3 Description of Output Data 24

5. Conclusions 40

Acknowledgements 40

References 41

Appendix A Sample Problem Input 43

Appendix B Sample Problem Output 44

Appendix C Graphical Output 46

Appendix D Job Control Data 51

Appendix E Program Abstract 52

Appendix F Program Source List 53

Appendix G Data Library 86

JAERI-Dala/Code 97-049

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- 86

IV


1 . Introduction

In the drop impact and stress analyses for radioactive transport casks, it has

become possible to perform them in detail by using interaction evaluation, computer

programs, such as DYNA2D01, DYNA3D21, NIKE2D°\ NIKE3D(4), PISCES15' and

HONDO*1. Availability of these computer programs, makes it possible to accurately

solve large numbers of problems involving a wide variety of material data provided

that accurate input data are used. The structural properties of the materials, including

coefficient of thermal expansion, modulus of longitudinal elasticity, modulus of

transverse elasticity, Poisson's ratio and stress-strain relationship (temperature and/or

strain rate dependent data) should be known as accurately as possible. Some of these

properties are difficult to measure. In paticular, stress-strain relationships may vary

from data to data depending on test methods. Therfore, when used in calculations, the

possible inaccuracy of variability of structural data should be accounted for to

properly interpret the results. For this reason, we have made an effort to collect

stress-strain data and make it available in a form convenient for handling by

computer.

Four kinds of materials data, structure steels (mild steel or carbon steel),

stainless steels, leads and woods have been compiled, and are summerized in this

report. The structural data library IMPACLIB (one computer program of

CASKET71"1" code system as shown in Fig. 1.1) for impact and stress analyses has

been developed.

Main features of the computer program IMPACLIB are as follows;

(1) data have been tabulated against temperature or strain rate,

(2) thirteen kinds of polynominal fitting functions for stress-strain curve are

available,

(3) it is capable of graphical representations for structural data and

(4) the IMPACLIB is able to be used on not only main frame computers but

also work stations (OS UNIX) and personal computers (OS Windows 3.1).

In the paper, brief illustration of data library is presented in the first section.

The second section presents descriptions of structural data. The third section provides

a user's guide for the IMPACLIB.

—— 1 ..


Usage

Rock

ing

anal

ysis

ID S

hock

abso

rber

anal

ysis

Fin

impact

anal

ysis

Punct

ure

analy

sis

Model Computer program

\\\\\\

y

1 \1

7/

11

11

ROCKING(JAERI)

Seismic

^77777777777777777777777^

SHOCK(SNL)

Wm m ICRUSH

(JAERI)

FINCRUSH(JAERI)

PUNCTURE(JAERI)

Fig. 1.1 Simplified analysis computer programs

- 2 -

JAERl-Data/Code 97-049

2. Description of Structural Material Property Data

The strucutural property data are necessitated for impact analysis of casks using

the computer programs such as DYNA2D, DYNA3D, NIKE2D, NIKE3D, PISCES,

HONDO and so on. Therfore, the computer program IMPACLIB for a material

property data library and data processing has been developed. Four kinds of materials

data, structure steels (mild steel and carbon steel), stainless steels, leads and woods

have been compiled and are summerized.

The structural property data including coefficient of thermal expansion, modulus

of longitudinal elasticity, modulus of transverse elasticity, Poisson's ratio and stress-

strain relationship have been tabulated against temperature and/or strain rate for more

than 100 materials. These data have been collected from over 50 references. The data

have been arranged in computer card image and stored in magnetic disks (hard or

floppy disks) in a format suitable for computer processing, with the material

identified numerically according to a general and flexible classification system. An

accompanying numerical index, also in card image form, describes each material,

assigns it an identification number, references the sources of the data by code number.

The SI unit system is used for all data, and if desired, data can be converted the MKS

(meter-kilogram-second) unit system. In addition the data are obtained from a source

list. The IMPACLIB has been written to search the material data list for specific

material identification number.

3 -


3. Material Property Data Library

The computer program IMPACLIB has been developed. Four kinds of materials

data, structure steels (mild steel and carbon steel), stainless steels, leads and woods

have been compiled and are summerized.

(1) structure steels

(D carbon steel (JIS SS41)

(D mild steel (JIS SS4100)

(D structure steel (JIS S35C)

(D structure steel (JIS S45C)

® structure steel (JIS S55C)

(D mild steel (AISC 1020)

(2) stainless steels

(D stainless steel (JIS SUS302)

(D stainless steel (JIS SUS3O3)


® stainless steel (JIS SUS304L)

(14 materials)

(8 materials)

(1 material)

(1 material)

(2 materials)

(1 material)

(1 material)

(35 materials)

(1 material)

(1 material)

(24 materials)

(1 material)

© stainless steel (JIS SUS316)

(D stainless steel (JIS SUS316L)

® stainless steel (AISC 1316L)

(D stainless steel (JIS SUS316H)


(3) leads

(J) pure lead

(2) hard lead

(4) woods

(D oak tree

(D playwood

® balsa wood

The structural properties of materials, including coefficient of thermal expansion,

modulus of longitudinal elasticity, modulus of transverse elasticity, Poisson's ratio and

stress-strain relationship have been compiled and are summerized.

(3 materials)

(2 materials)

(1 material)

(1 material)

(1 material)

(20 materials)

(17 materials)

(3 materials)

(24 materials)

(19 materials)

(3 materials)

(2 materials)

- 4 -


(a) coefficient of thermal expansion (temperature dependent)

(b) modulus of longitudinal elasticity (temperature dependent)

(c) modulus of transverse elasticity (temperature dependent)

(d) Poisson's ratio (temperature dependent)

(e) stress-strain relationship (temperature dependent or strain rate dependent)

Table 3.1 shows relationships among material names, identification numbers,

property data and refereence numbers in the data library. Tabel 3.2 shows relation-

ships between material identification numbers and reference numbers. Table3.3 are

listed constitutive equations in built in the computer program the IMPACLIB. The

data formats of the structural property data are listed in Table 3.4. Table 3.5 shows

the reference number for material property data in the library.

— 5 —

Table 3.1 Material name, identification number, reference and data in library

Category

Structure

ctppl

Stainless

steel

Lead

Material name

AI SC1 0 2 0S4 5CSTEELSTEELSTEELSTEELSTEELSTEELSTEELSS4 1S3 5CS4 5CS 5 5C

STEEL

SUS 3 0 2SUS3 0 3SUS3 0 4SUS 3 1 6HSUS3 04AI S I 31 6LSUS 3 04LSUS3 04SUS316SUS 3 0 4SUS 3 1 6SUS3 1 6LSUS316LSUS3 04SUS(18-8)SUS 3 0 4SUS3 04SUS3 04SUS3 0 4SUS3 04SUS 3 0 4SUS3 0 4SUS304SUS304SUS 3 0 4SUS3 04SUS3 0 4SUS3 04SUS30 4SUS3 04SUS3 0 4SUS304SUS3 04SUS 3 0 4SUS316

PURE LEADPURE LEADPURE LEADLEADPURE LEADPURE LEAD

ID number

10 0 110 0 2100310 0410 05100 610 0 710 0810 0 910 1010 1110 1210 131100

2 0 0 12 0 0 22 00 32 0 0 42 0 052 0 0 62 0 0 72 0082 00 92 0 102 0 112 0 122 0 132 0 142 0 152 0 162 0 172 0 182 0 192 0 2 02 0 2 12 0 2 22 02 32 0 2 42 0 2 52 0 2 62 0 2 72 0 2 820 292 0 3 02 0 3 12 03 22 0 3 32 1 0 02 2 0 0

3 00 13 0 0 23 00 33 0043 0053 00 6

Reference

R-7R-24R-36R-36R-5 2R- 5 2R-5 3R-5 5R-5 6R-8 6R-8 6R-86R-8 6—

R-lR- 1R-lR-lR-4 5R-3R-7R-l 0R- 1 0R- 1 0R-l 0R-2 7R-2 7R-4R-4 6R-4 6R-4 8R-48R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-5 1——

R-lR-lR-lR- 1R-l 0R- 1 0

Data

a — £a - £a~ £a~ ea- £a — ea — £a~ £a~ £a— £a — £

a - ea — £

« , E , G , «

a — ea — ea — £a — ea — £a - £a— £O- £a- £a — £a — £a— £a — £a — £a — ea — e

a — £a — £a — ea — £a — £a — £a — £a — £a — £a — £a — £a - £a~ £a — £a — £a — £a — £

a , E , G , a , E , G , v

a ~ £<T — £

a - £

< r - «ff- C

< r — £

- 6

Table 3.1 (Continued)

Category

Lead

WnrkHwuuu

Materia

PUREPUREPUREPUREPUREPUREPUREPUREPUREPBPB2PB4PB6LEAD

OAKOAK

i name

LEADLEADLEADLEADLEADLEADLEADLEADLEAD

PLYWOODPLYWOODBALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSAPLYWOOD

ID

33333333333333

444444444444444444444444

number

0 0 700 80 0 90 1 00 1 10 1 20 1 30 1 40 1 50 1 60 1 70 1 80 1 91 00

00 10 0 200 300400 50 0 600 70 0 80 0 90 1 00 1 10 1 20 1 30 1 40 1 50 1 60 1 70 1 80 1 90 2 00 2 10 2 20 2 34 0 0

Reference

R- 1R- 1R- 1R-4R-4R-4R- 1 2R-l 2R- 1 2R-85R-8 5R-8 5R-8 5

—

R-4 1R-4 1R-4 1R-4 1R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-44R-4 4R-4 4R-4 9R-4 9R-4 9R-4 9R-4 9R-4 9

—

Data

a — ea — E

a — ea — ea— ea - t

a - «a — £a - ta— ea — «a - ta- e

a , E , G , "

<x — £

ff— £

<T— ea— £a — ea — £a — £a — £<r — ta - t

a — f

<r — eff — £

ar — ea— £a - £ff — £

a— £ff~ £

a - ea— ecf — «

a , E , G , v

- 7 -


Table 3.2 Relatioship between reference number and identification number

Reference

R-7

R-2 4

R-2 5

R-3 6

R-5 2

R-53

R-5 5

R-5 6

R- 1

R-4 5

R-3

R- 1 0

R-2 7

R-4

R-4 6

R-4 8

R-5 1

R- 1 2

R-4 1

R-4 2

R-4 4

R-4 9

R-8 5

R-86

Identification number

1 0 0 1, 2 0 0 7

10 0 2

100 2

10 0 3, 1 0 0 4

10 0 5, 10 0 6

100 7

100 8

10 0 9

2 0 0 1 . 2 0 0 2 , 2 0 0 3 , 2 0 0 4, 3 0 0 1 , 3 0 0 2 , 3 0 0 3 , 3 0 0 4 ,

3 0 0 7, 3 0 0 8

20 0 5

2 00 6

2 0 0 8 . 2 0 0 9 . 2 0 1 1 , 3 0 0 3, 3 0 0 5 , 3 0 0 6

2 0 12, 2 0 1 3

2 0 1 4 , 3 0 0 9, 3 0 1 0 , 3 0 1 1 , 3 0 1 2

20 15, 2 0 16

2 0 1 7 , 2 0 1 8 , 2 0 1 9 , 2 0 2 0, 2 0 2 1, 2 0 2 2. 2 0 2 3, 2 0 2 4,

2 0 2 5, 2 0 2 6, 2 0 2 7, 2 0 2 8, 2 0 2 9, 2 0 3 0, 2 0 3 1, 2 0 3 2

2 0 3 3

3 0 1 3 , 3 0 1 4 , 3 0 1 5

4 0 0 1, 4 0 0 2, 4 00 3, 4 0 0 4

4 00 5, 4 00 6, 4 0 08, 4 0 0 9, 4 0 1 0 , 4 0 1 1 , 4 0 1 2 , 4 0 1 3 ,

4 0 14

4 0 1 5 , 4 0 1 6 , 4 0 1 7

4 0 1 8 , 4 0 1 9 , 4 0 2 1, 4 0 2 2, 4 0 2 3

3 0 1 6 , 3 0 1 7 , 3 0 1 8 , 3 0 1 9

1 0 0 1, 1 0 1 1 , 1 0 1 2 , 1 0 1 3

- 8 -


1.

2.

3.

4.

6.

7.

8.

10.

11.

12.

13.

14.

15.

at

°i

at

°t

at

at

°t

°t

°t

°t

°t

°t

at

Table 3 3 Constitutive

Constitutive equations

= K (C+ £ p ) *

= °o+A(l-e~neP)

= A-B £t~n

= A{\ +B loge) ftw

= K i + c i " ) « ;

= oy (l + (e/c)1/m3x ( l + (^/o y ) e,)

= K ( e ) + C log «

equations built in IMPACLIB

Input parameters

n,K

n, K, C, E

n, K, cro,E

n , K, Ob, E

n, A, a , E

m, o«, o~, E

n.A.B

n , Ko> K i»K2» K3» K4

n , A , B

m, n, K, C

m, C, H, o», E

K,C

m, n, K

Applied material

Lead

Stainless steel

Stainless steel

Stainless steel

Stainless steel

Stainless steelCarbon steel

Lead

Lead

O t :True stress, Q :Yield stress, Q :Proportional limit of stress-strain,

e p .True plastic strain, Bt .True stress, e .Strain rate,

E : Modulus of longtudial elasticity, e :Root of natural logarithm,

A, B, C, H, K, P, m, n, 1, ac > Ooo. Cc Constant.

- 9 -


Table 3.4 Format for material data

Data No. Variables

Data set No.A-1 : MAT data1st data

2nd data

3rd data

4th data

5th data

6th data

7th data

8th data

9th data

10th data

11th data

12th data

NFLAG

MTNAME

MATNO

NALPHA

NEMOD

NSMOD

NEMYU

NSSR

ALPHAO

EMOD0

SMOD0

EMYUO

Data type

i set.Character

Character

Integer

Integer

Integer

Integer

Integer

Integer

Real

Real

Real

Real

Descriptions

Flag for material data.

'MAT'.Material name.Maximum characters are 16.Material identification number.1000 ~ 1999 : Structure steel.2000 ~ 2999 : Stainless steel.3000 ~ 3999 : Lead.4000 ~ 4999 : Wood.Number of data pairs listed in the table ofcoefficient of thermal expansion versustemperature.Number of data pairs listed in the table ofmodulus of longitudinal elasticity versustemperature.Number of data pairs listed in the table ofmodulus of transeverse elasticity versustemperature.Number of data pairs listed in the table ofPoisson's ratio versus temperature.Number of data pairs listed in the table ofstress-strain data versus temperature.Coefficient of thermal expansion, if constantor if the temperature dependence is unknown.Modulus of longitudinal elasticity, ifconstant or if the temperature dependence isunknown.Modulus of transeverse elasticity, if constant

or if the temperature dependence is unknown.Poisson's ratio, if costant or if the temperaturedependence is unknown.

- 1 0 -

JAER]-Data/Code 97-049

Data No.

Table 3.4

Variables Data type

(Continued)

Descriptions

Data set No.A-2 : MAT data set(continued).

1st data

2nd data

3rd data

4th data

ALPHA(l)

TALPH(1)

ALPHA(2)

TALPH(2)

(ALPHA(I),TA

Data set No.A-3 : MAT date

1st data

2nd data

3rd data

4th data

EMOD(l)

TEMOD(l)

EMOD(2)

TEMOD(2)

(EMOD(I),TEM

Real

Real

Real

Real

LPH(I)),I=1,I

(Only included if at least two data pairs arelisted.)

Coefficient of thermal expansion at thetemperature specified.Temperature at which the material has thecoefficient of thermal expansion specified.Coefficient of thermal expansion at thetemperature specified.

Temperature at which the material has thecoefficient of thermal expansion specified.

^ALPHA)

The thermal expansion table may list up toNALPHA pairs.

i set(continued).

Real

Real

Real

Real

1OD(I)),I=1^


Modulus of longitudinal elasticity at thetemperature specified.Temperature at which the material has themodulus of longitudinal elasticity specified.Modulus of longitudinal elasticity at thetemperature specified.Temperature at which the material has themodulus of longitudinal elasticity specified.

JEMOD)

The modulus of longitudinal elasticity table

may list up to NEMOD pairs.

11 -

Data No.

Table 3.4

Variables

Data set No.A-4 : MAT dat<

1st data

2nd data

3rd data

4th data

SMOD(l)

TSMOD(l)

SMOD(2)

TSMOD(2)

(SMOD(I),TSM

Data set No.A-5 : MAT date

1st data2nd data

3rd data4th data

EMYU(l)TEMYU(l)

EMYU(2)TEMYU(2)

Data type

(Continued)

Descriptions

i set(continued).

Real

Real

Real

Real

[OD(I)),I=1,P


Modulus of transverse elasticity at thetemperature specified.Temperature at which the material has themodulus of transverse elasticity specified.Modulus of transverse elasticity at thetemperature specified.Temperature at which the material has themodulus of transverse elasticity specified.

JSMOD)

The modulus of transverse elasticity table maylist up to NSMOD pairs.

L set(continued).

RealReal

RealReal


Poisson's ratio at the temperature specified.Temperature at which the material has thePoisson's ratio specified.Poisson's ratio at the temperature specified.Temperature at which the material has thePoisson's ratio specified.

(EMYU(I),TEMYU(I)),I=1 ,NEMYU)

The thermal expansion table data may list upto NEMYU pairs.

- 1 2 -


Data No.

Table 3.4

Variables Data type

Data set No.B : REF data set.1st data

2nd data3rd data

4th data

NFLAG

NREFREF(l)

REF(2)

(REF(I),I=1,NF

Data set No.C : COM data s1st data

2nd data

NFLAG

COMMEN

Data set No.D-1 : SSR data1st data

2nd data3rd data

4th data

5th data

Data set Nc1st data2nd data

NFLAG

TSSRDFTYPE

FIBDRC

NESPDT

).D-2 : SSR dataEPSIDT(l)

NSSD(l)

Character

IntegerCharacter

Character

kEF)

et.Character

Character

set.Character

RealCharacter

Character

Integer

(Continued)

Descriptions

Flag for reference number of original data.'REF'.Number of references.Reference number 1. Maximum characters ofone reference are 8.Reference number 2.

Flag for comment data.'COM'.

Job description. Maximum characters are 72.

Flag for material data.'SSR'.

Temperature specified for stress-strain data.Flag for material test method.'C : compression."T : tension.Flag for direction of force against wood fiber.0 : 0 degree(parallel to wood fiber).

30 : 30 degrees.45 : 45 degrees.60 : 60 degrees.90 : 90 degrees.NORM : Perpendicular to wood fiber.Number of data for strain rate.

set(continued).Real

IntegerStrain rate.Number of stress strain data pairs.

- 13


Data No.

3rd data4th data5th data6th data

Table 3.4

Variables

EPS(1,1)STRESS(1,1)

EPS(1,2)

STRESS(1,2)

[EPSIDT(I),NS

Data set No.E-1 : SSR2 data1st data

2nd data3rd data

4th data

5th data

6th data

NFLAG

TSSRDFTYPE

FTBDRC

NESPDT

NEPSR

Data set No.E-2 : SSR2 data

lrd data2th data

EPS(l)EPS(2)

{EPS(J),J=1,NE

Data type

RealRealRealReal

SD(I),{EPS(I

t set.

Character

RealCharacter

Character

Integer

Integer

(Continued)

Descriptions

Strain.Stress.Strain.Stress.

,J),STRESS(U)J=1,NSDD(I)},I=1,NEPSDT]

Flag for material data.'SSR2'.Temperature specified for stress-strain data.Flag for material test method.' C : compression.

"T : tension.Flag for direction of force against wood fiber.

0 : 0 degree(pallarel to wood fiber).30 : 30 degrees.45 : 45 degrees.60 : 60 degrees.90 : 90 degrees.

NORM : Perpendicular to wood fiber.Number of data for strain ratedependence data.Number of data for strain dependencedata.

i set(continued).

RealReal

LPSR}

Strain.Strain.

- 14 -



Data No. Variables

Data set No.E-3 : SSR2 dafc1st data2nd data

3rd data4th data

EPSDOT(l)NSIG(l)

STRESS(1,1)STRESS(1,2)

[EPSDOT(I),N5

Data set No.F : * data set.1st data

2nd data

NFLAG

COMMEN

Data type Descriptions

1 set(continued).Real

Integer

RealReal

5IG(I),{STRI

Character

Character

Data set No.G : END data set.1st data NFLAG Character

Strain rate.Number of data for strain dependence.stress.

Stress.Stress.

:SS(I,J)J=1,NSIG(I)},I=1,NEPSDT]

Flag for comment.>•>

Comment, maximum characters are 72.

Flag for data end.'END'.

- 15 -


Table 3.5 Reference Number for Material Property Data

R-l : R. A. Robinson, W. J. Zielenbach and A. A. Lawrence, "A Survey of Strain-rate

Effects for Some Common Structural Materials Used in Radioactive Material

Packing and Transportation Systems", BMI-1954 (1976).

R-2 : T. K. Hill and W. W. Joseph, "Energy-Absorbing Characteristics of Materials",

SLA-74-0159 (1974).

R-3 : C. Albertini, J. P. Halleux and M. Montagnani, "Material Behaviour and

Modelling in Transient Dynamic Situations", Advanced Structural Dynamics,

Applied Science Publishers Ltd., London (1978).

R-4 : R. A. Robinson, J. A. Hadden and S. J. Basham, "Experinetal Studies of

Dynamic Impact Response with Scale Models of Lead Shielded Radioactive

Material Shipping Containers", BMI-2001 (1978).

R-5 : D. Aquaro and G. Forasassi, "Plastic Deformation of Steel Shock Absorbing

Structures", Trans. Int. Conf. SMiRT-6, L 9/6 (1981).

R-6 : H. J. Rack and M. C. Cheresh, " Puncture Resistance of Type B Trasnsport

Systems", SAND-80-07620C (1980).

R-7 : J. H. Evans, "Experimental Study of the Stress-Strain Properties of Cask

Materials under Specified Impact Conditions", CONF-740901-6 (1974).

R-8 : D. Meredith and K. N. Morman Jr., "Computer Simulation of Structural Energy

Absorption by Collapse", Ford Motor Company.

R-9 : B. J. Donham, "Prediction of Maximum Damage to Shielded Shipping

Contaimers" LA-4649 (1971).

R-10: H. J. Rack and G. A. Knorovsky, "An Assessment of Stress-Strain Data

Suitable for Finite-Element Elastic-Plastic Analysis of Shipping Containers",

SAND 77-1872 (1978).

R-ll: T. Bcushima, "Constitutive Equations of Lead for Impact Analysis", Letter to

the RC-62 Sub-Committee in Japan Society of Mechanical Engineers (1982)

(in Japanese).

R-12: J. H. Evans, "Structural Analysis of Shipping Casks Vol. 8, Experimental Study

of the Stress-Strain Properties of Lead under Specified Impact Conditions",

ORNL-TM-1312 Vol. 8 (1970).

R-l3: T. JJcushima, "Structural Property Data for Impact Analysis of Shipping Casks",

Letter to the RC-62 Sub-Committee in Japan Society of Mechanical Engineers

(1982) (in Japanese).

- 1 6 -



R-14: Sandia National Labs., "A Comparison of Analytical Techniques for Analyzing

a Nuclear-Spent-Fuel Shipping Cask Subjected to an End-on Impact", (1981).

R-15: A. Chatani, "Review of Impact Testing Methods", Letter to the Sub-Committee

in Japan Society of Mechanical Engineers (1982) (in Japanese).

R-16: R. A. C. Slater, W. Johnson and S. Y. Aku, "Experiments in the Fast Upsetting

of Short Pure Lead Cylinders and a Tentative Analysis", Int. J. Mech. Sci., 10,

pp.169-186 (1968).

R-17: C. H. Mok and J. Duffy, "The Dynamic Stress-strain Relation of Metals as

Determined from Impact Tests with a Hard Ball", Int. J. Mech. Sci., 7,

pp.355-371 (1965).

R-18: K. Tanaka and T. Nojima, "Dynamic and Static Strength of Steels", Mechanical

Properties at High Rates of Strain, ed. by J. Harding., The Institute of Pysics,

pp.25-34 (1979).

R-19: S. Sakui and T. Sakai, "The Effect of Strain Rate, Temperature and Grain Size

on the Lower Yield Stress and Flow Stress of Polycrystalline Pure Iron", J.

Iron and Steei Inst. Japan, 58, pp.1438-1455 (1972) (in Japanese).

R-20: A. J. Holzer and R. H. Brown, "Mechanical Behavior of Metals in Dynamic

Compression", Trans. ASME, J. Eng. Material Technol., 101, pp.238-247

(1979).

R-21: K. Maekawa, T. Shirakashi and E. Usui, "Flow Stress of Low Carbon Steel at

High Temperature and Strain Rate( 2nd Report - Flow Stress under Variable

Temperature and Variable Strain Rate - ) " , J. Japan Soceity of Precision

Machinary, 44, pp.1495-1500 (1978) (in Japanese).

R-22: U. S. Lindholn, "Review of Dynamic Testing Techniques and Material

Behavior", Conf. Mech. Prop. Material High Rate Strain, pp.3-21 (1974).

R-23: S. Tanimura, "Practical Constitutive Equations for an Elastic/Viscoplastic Body

Covering a Wide Range of Strain Rates", Proc. Jpan. Congr. Material Res., 25,

pp.25-30 (1982).

R-24: K. Kawata, "Three Topics in the Mechanics of High Velocity Deformation of

Solids", Theory Appl. Mech., 30, pp.3-16 (1981).

R-25: K. Kawata, "Micromechanical Study of High Velocity Deformation of

Solids", Theory Appl. Mech., 29, pp.307-317 (1980).

R-26: T. Vinh, M. Afzali and A. Roche, "Fast Fracture of Some Usual Metals at

Combined High Strain and High Strain Rate", Mech. Behavior Material, 2,

pp.633-642 (1979).

R-27: C. Albertini, A. Del Grande and M. Montagnani, "Effects of Irradiation on the



Mechanical Properties of Austenitic Stainless Steels under Dyanmic Loading",

ASTM Spec. Tech. Publ. No. 683, pp.546-556 (1979).

R-28: C. Albertini and M. Montagnani, "Experimental Determination of Material's

Constitutive Laws and Design Criteria of Reactor Structures in Extreme

Dynamic Loading Conditions", Trans. Int. Conf. SMiRT-6, L4/4, pp.1-10

(1981).

R-29: D. Lee and F. Zaverl Jr., "The Influence of Material Parameters on Nonuniform

Plastic Flow in Simple Tension", Acta Mat., 28, pp.1415-1426 (1980).

R-30: A. Oda and H. Miyakawa, "X-ray Constant Measurement of 18Ni - 8Cr

Austenitic Stainless Steel", J. Society of Materials Science, Japan, 27, pp.226-

229 (1978) (in Japanese).

R-31: H. Miyagawa and A. Oda, "X-ray Constant Measurement of Tensile

Pre-Strained 18Ni - 8Cr Austenitic Stainless Steel ", J. Society of Materials

Science, Japan, pp.218-223 (1979) (in Japanese).

R-32: J. P. Hammond, M. W. Moyer and C. R. Brinkman, "Effects of Materials and

Test Variables on Elastic Constants of 2-l/4Cr - IMo Steel and Type 304

Stainless Steel", Int. Conf. Mech. Material, 2, pp. 1037-1041 (1976).

R-33: H. Nyuko, Y. Takeuchi, S. Zaima and N. Noda, "Temperature Dependence of

Dynamic Moduli of Several Alloys", Synp. Mech. Behav. Mater., 2, pp.237-

246 (1974).

R-34: B. I. Verkin, V. Ya Ilichev and I. N. Klimenko, "The Low-temperature Change

of the Magnetic Structure and Plastic Properties of Fe-Cr-Ni Alloys", Adv.

Cryog. Eng., 26, pp.120-125 (1980)

R-35: H. M. Ledbetter, "Sound Velocities and Elastic Constants of Steels 304, 310

and 316", Mat. Sci., 14, p.595-596 (1980).

R-36: M. Omori and Y. Yoshinaga, "Effects of Strain Rate on Deformation Behavior

of Steels - 1st Report : Tensile and Compression Deformation", J. Plastic

Working, Japan, 8, pp.297-306 (1980) (in Japanese).

R-37: T. Sakuno and T. Goto, "Studies on the Impact Adhesives, IV, Estimation of

Wood-Glue Joint by Impact Load(l))", J. Wood Research Society, Japan, 19,

pp.533-537 (1973) (in Japanese).

R-38: Y. Hamano and A. Matsumoto, "Studies on the Mechanism of Energy

Absorption of Wood Subject to Impact Load, I )", J. Wood Research Society,

Japan, 25, pp.567-572 (1979) (in Japanese).

R-39: Y. Hamano and A. Matsumoto, "Studies on the Mechanism of Energy Study on

Absorption of Wood Subject to Impact Load, II)", J. Wood Research Society,

- 1 8 -




R-40: H. Miyakawa and M. Mori, "Impact Properties of Wood and wood Based

Materials, IV, Effect of Impact Velocity on Shear Fracture of Wood

Specimens)", J. Wood Research Society, Japan, 24, pp.857-864 (1978)

(in Japanese).

R-41: Kobe Steel Work Co., Ltd., "Charcteristics of Impact Energy Absorption on

Woods", Letter to the RC-62 Sub-Committee in Japan Society of Mechanical

Engineers (1983) (in Japanese).

R-42: Nppon Steel Work Co., Ltd., "Crush Test of Balsa Woods", Letter to the RC-

62 Sub-Committee in Japan Society of Mechanical Engineers (1983)

(in Japanese).

R-43: Nitta Playwood Co., Ltd., "Compression Characteristic Charts of Balsa Woods",

Letter to the RC-62 Sub-Committee in Japan Society of Mechanical Engineers


R-44: Hitachi Ship and Dock Co., Ltd., "Compression Characteristics of Balsa

Woods", Letter to the RC-62 Sub-Committee in Japan Society of Mechanical


R-45: U. Nishiyama and S. Tanimura, "Compressive Strength of Steels on High

Strain Rates", Trans. Japan Society of Mechanical Enginerrs, 36-285,

pp.714-722 (1970) (in Japanese).

R-46: T. Hirano, M. Sudo and Y. Yutori, "Effect of Strain Rates and Pre-stfains at

Room Temperature on the Mechanical Properties of Austenitic Stainless Steels",

Trans. Japan Inst. Metal, 33, pp.975-983 (1969) (in Japanese).

R-47: J. P. Hammond and V. K. Sikka, "Predicted Strains in Austenitic Stainless

Steels at Stresses above Yield", Winter Annual Meeting of ASME, Atlanta,

USA (1977).

R-48: A. Chatani, "Relationship of Compression Stress-Strain of SUS 304 Stainless

Steel", Letter to the RC-62 Sub-Committee in Japan Society of Mechanical


R-49: Mitsui Ship and Dock Co., Ltd., "Drop Impact Test for Balsa Woods", (1983).

R-50: H. M. Ledbettar, "Stainless-Steel Elastic Constants at Low Temperatures",

Trans. ASME, J. Appl. Phys., 52, pp.1587-1589 (1981).

R-51: T. Isozaki, T. Ooba and S. Ueda, "Impulse Tensile Test at High Temperature

for Austenitic Stainless Steel", Trans. Japan Society of Mechanical Enginerrs,

42-359, pp.2034-2041 (1976) (in Japanese).

R-52: C. J. Maiden and J. D. Cambell, "The Static and Dynamic Strength of Carbon

- 1 9 -



Steel at Low Tempertures", Phil. Mag., 3, pp.872-885 (1958).

R-53: J. D. Cambell and J. Duby, "The Yield Behavior of Mild Steel in Dynamic

Compression", Proc. Roy. Soc. A., 236, pp.24-40 (1956).

R-54: A. B. Haberfield and M. W. Boyles, "The Tensile Properties of a Fully Aged

Rimming Steel at High Strain Rates", PB Rep. No.226974 (1973).

R-55: A. Hojo and A. Chatani, "The Effect of Strain Rate History on the Stress-Strain

Curve", Research Report, Faculty of Technology, Kanazawa University, 13,

pp.113-119 (1977) (in Japanese).

R-56: A. Hojo and A. Chatani, "The Yield Stress on Combined Static Tension and

Dynamic Torsion", Trans. Japan Society of Mechanical Enginerrs, 43-375, pp.

3994-4001 (1977) (in Japanese).

R-57: A. Hoyo and A. Chatani, "The Yield Stress on Combined Static Tension and

Dynamic Torsion", Trans. Japan Society of Mechanical Enginerrs, 48-429, pp.

633-640 (1982) (in Japanese).

R-58: K. Kawata, S. Hashimoto, K. Kurokawa and N. Kanayama, "A New Testing

Method for the Characterisation of Materials in High-Velocity Tension",

Mechanical Properties at High Rates of Strain, ed. by J. Haring, The Institute

of Physics (1979).

R-59: L. W. Meyer, H. D. Kunze and K. Seifert, "Dynamic Behavior of High

Strength Steels under Tension", Shock Waves and High-Strain-Rate Phenomena

in Metals, ed. by M. A. Meyers and L. E. Murr, Plenum Press, pp.51-63

(1981).

R-60: S. Shida, "Strain Rate Dependency for Resistance of Cold Deformation-

Mathematical Model of Cold Tandem Mill (I)", J. Plastic Working, Japan,

13, p.935 (1972) (in Japanese).

R-61: T. Kobayashi, "Ductility of Cast Irons", J. Iron and Forging, Japan, 30-7,

pp.5-12 (1977) (in Japanese).

R-62: T. Kobayashi, "Fracture Toughness of Irons - Concerning to Spheroidal

Graphite Cast Irons", J. Society of Materials Science, Japan, 18, pp.512-517


R-63: M. W. Schwartz and L. Boyce, "Ductile and Brittle Failure Design Criteria for

Nodular Cast Iron Spent-Fuel Shipping Containers", UCRL-53046 (1983).

R-64: T. Kobayashi and S. Nishi, "Fracture Characteristics of Spheroidal Graphite

Cast Iron", J. Cast Iron, Japan, 52, pp.76-87 (1980).

R-65: R. K. Nanstad, F. J. Worzala and C. R. Loper Jr., "The Fracture Characteristics

of Nodular Cast Iron", Int. symp. Metall. Cast Iron, 2, pp.789-807 (1975).

- 20 -



R-66: R. K. Nanstad, F. J. Worzala and C. R. Loper Jr., "Static and Dynamic

Toughness of Ductile Cast Iron", Trans. American Foundrymen Soc, 83, pp.

245-256 (1975).

R-67: F. J. Worzala, R. W. Heine and Yi Wen Cheng, "Toughness of Malleable and

Ductile Iron", Trans. American Foundrymen Soc., 84, pp.675-682 (1976).

R-68: Yi Wen Cheng and F. J. Worzala, "Fracture Behavior of Cast Irons", Int. Conf.

Mech. Behav. Mater., 2, pp.1223-1227 (1976).

R-69: W. L. Bradley and H. E. Mead Jr., "Fracture Toughness Studies of Nodular

Cast Iron Using a J-integral Approach", ASME MPC, 11, pp.69-87 (1979).

R-70: W. L. Bradley, "Fracture Toughness Studies of Gray, Malleable and Ductile

Cast Iron", Trans. American Foundrymen Soc., 89, pp.837-848 (1981).

R-71: S. R. Holdsworth and G. Jolley, "The Influence of Graphite Nodule Number

and Volume Fraction on the Fracture Toughness of Fern tic Nodular Cast Iron",

Int. Symp. Metall. Cast Iron, pp.809-825 (1975).

R-72: T. Luyendijk and H. Nieswaag, "Ductile Cast Iron Instrumented Impact Tests

Made at Different Impact Speeds", Int. Foundry Congr., pp.1-13 (1982).

R-73: A. LeDouaron, R. Lafont, D. Poulain and C. Cloitre, "Fracture Toughness of

Ferritic Spheroidal Graphite Cast Irons", Adv. Fract. Res., 1, pp.252-262

(1982).

R-74: R. Eisenstadt and G. H. Roulston, "A Low Temperature Brittle Fracture

Investigation of Gray Iron and Nodular Iron on Machinery Castings" * Pap. Am.

Soc. Mech. Eng., pp.1-7 (1975).

R-75: D. Frodl, W. Schmidt and H. Schoch, "Mechanische Eigenschaften von Stahl-

und Gussqualitaten", VDI-Z, 125, pp.887-894 (1983).

R-76: F. Henke, "Die Bruchzahigkeit von Gusseisen-Werkstoffen", Giesserei Prax.,

No. 9/10, pp.131-139 (1976).

R-77: J. K. Mortz, C. Berger, G. Cohrt, E. K. Godehardt, K. Hiittebraucker, G. Kuhn,

H. Reuter, D. Schock, M. shakeshaft und D. Welter, "Bruchmechanische

Eigenschaften in Grossen Wanddicken von Gussstucken aus Gusseisen mit

Kugelgraphit", VDI-Z, 122, pp.883-898 (1980).

R-78: C. Berger und W. Wiemann, "Bruchmechanische Eigenschaften in

Dickwandigen Gussstucken aus Gusseisen mit Kugelgraphit als Kriterium fur

die Konstruktion", Ver. Dtsch. Ing. Ber., No. 469, pp. 47-58 (1983).

R-79: J. Yajima, Y. Hirose, K. Tanaka and H. Ogawa, "X-ray Fractographic Study on

Fracture Toughness of Ductile Cast Iron", J. Society of Materials Science,


- 21 -



R-80: S. Komatsu, T. Shiota and K. Nakamura, "Influence of Silicon Content on

Fracture Toughness of Ferritic Spheroidal Cast Iron", J. Japan Foundrymen's

Soceity, 56, pp.170-175 (1984) (in Japanese).

R-81: H. Sumitome and K. Nakamura, "Effects of Graphite on Low Temperature

Impact Characteristics of Spheroidal Graphite Cast Irons", J. Japan

Foundrymen's Sciety, 55, pp.609-614 (1983) (in Japanese).

R-82: W. R. Holman and R. T. Langland, "Recommentations for Protecting Against

Failure by Brittle Fracture in Ferritic Steel Shipping Containers Up to Four

Inches Thick", UCRL-53013 (1981).

R-83: M. W. Schwartz, "Protecting Against Failure by Brittle Fracture in Ferritic

Steel Shipping Containers Greater Than Four Inches Thick", UCRL-53045

(1982).

R-84: M. W. Schwartz, "Recommendations for Protecting Against Failure by Brittle

Fracture in Ferritic Steel Shipping Containers Greater than Four Inches Thick",

UCRL-53538 (1984).

R-85: T. Ikushima, "A Compilation of Structural Property Data for Computer Impact

Calculation (4/5), Volume 4 : Lead", JAERI-M 88-194 (1988) (in Japanese).


Calculation (2/5), Volume 2 : Mild Steel", JAERI-M 88-192 (1988) (in

Japanese).


Calculation (3/5), Volume 3 : Stainless Steel", JAERI-M 88-193 (1988) (in

Japanese).


Calculation (5/5), Volume 5 : Wood", JAERI-M 88-195 (1988) (in Japanese).

R-89: T. Ikushima and T. Nagata, "A Compilation of Structural Property Data for

Computer Impact Calculation (1/5), Volume 1 : Structural Property Data and

Data Processing Computer Program", JAERI-M 88-191 (1988) (in Japanese).

- 22

4. Computer Program

4.1 Program Description

The computer program IMPACLIB consists of three parts. These are the

material property library obtained by many research institutes, the data retrieval

program and plotting program for the data used with DYNA2D, DYNA3D, NIKE2D,

NIKE3D, PISCES, HONDO, CRUSH I"4', CRUSH2<15), FINCRUSH'6' and

PUNCTURE171 computer programs. The CRUSH 1, CRUSH2, FINCRUSH and

PUNCTURE are static calculation programs and the other are dynamic finite element

programs capable of evaluating the maximum acceleration of the cask body, the

maximum deformation and so on.

The computer program IMPACLIB consists of a main routine and thirty five

subroutines. These are MAIN, BLOCKDATA, MLBST, MLBPT, RDSQF, RDCHS,

ISBST, MLBEX, EXCOM, EXCOMQ, EXCOM1, EXCOM2, EXCOM3, EXQRY,

EXDAT, MLBFD, GTPROP, GTEPSS, GTSIG, GTEMOD, EXUNI, EXUNI2,

EXOUT, EXFIT, EXFIT1, EXFIT2, EXFIT3, EXMINX, EXLSTP, EXGRA,

CURVE, AXFUN1, PLTAX2, PLTAXL, PLTLGV and DTLIST. Overall structure of

the IMPACLIB is shown in Fig. 4.1. Functions of subroutines are as follows:

MAIN : initializes start of run,

BLOCKDATA : initializes data set,

MLBST : prepares to read material data library(l),

MLBPT : handling material data library,

RDSQF : prepares to read material data library(2),

RDCHS : sets input data parameters,

ISBST : changes from character type data to integer type data,

MLBEX : controls IMPACLIB program,

EXCOM : reads input data(l),

EXCOMQ : reads input data(2),

EXCOM 1 : reads input data(3),

EXCOM2 : reads input data(4),

EXCOM3 : reads input data(5),

EXQRY : prints of output data,

- 2 3 -


EXDAT : prepares to print output data,

MLBFD : reads material data(l),

GTPROP : searches material property data,

GTEPSS : searches stress-strain data(l),

GTSIG : searches stress-strain data(2),

GTEMOD : reads material data(2),

EXUNI : changes data unit(l),

EXUNI2 : changes data unit(2),

EXOUT : prepares to print output data,

EXFIT : prepares data fitting output,

EXFIT1 : prepares data curve fitting(l),

EXFIT2 : prepares data curve fitting(2),

EXFIT3 : prepares data curve fitting(3),

EXMINX : searches maximum and minimum values,

EXLSTP : prepares to draw material property data,

EXGRA : prepares to draw stress-strain curves,

CURVE : draws stress-strain curves,

AXFUN1 : prepares to draw axis,

PLTAX2 : draws axis,

PLTAXL : draws grid lines,

PLTLGV : prepares to grid lines,

DTLIST : prints of input data.

A macroscopic flow chart of the IMPACLIB is shown in Fig. 4.2.

4.2 Description of Input Data

This section describes the input data required by the IMPACLIB. The input

data consist of a material title, the material selection, a data fitting curve selection and

options for output plotting. The input instruction is simple and easy follow. The input

data forms are presented in Tables 4.1, 4.2 and 4.3 and Fig. 4.3..

4.3 Description of Output Data

This section describes the output data forms of the IMPACLIB. The contents of

these various quantities are described in the followings.

- 24 -


(1) Input data

The input data are printed in two formats. The first print format is exactly the

same as they were read. Second, the computer program lists the input data as

interpreted by the IMPACLIB.

(2) Material property data

The material property data are compiled from the data library file and printed

out on output sheets.

(3) Graphical output

The IMPACLIB provides users with the graphical output of the material

property data.

- 25 -


Table 4.1 Input data for IMPACLIB

(1) ENTRY command

ENTRY command.

FunctionPromptInput data

: Job entry.: ENTRY?

0123

(0:1:2:3)

EXIT.QUERY.GRAPHICS.INPUT ECHO.

(2) QUERY command

QUERY command.


: Selection: QUERY?:

012345678

of job.(0:1:2:3:4:5:6:7:8)

RETURN.MATERIAL NAME LIST.STRUCTURE STEEL NAME LIST.STAINLESS STEEL NAME LIST.LEAD NAME LIST.WOOD NAME LIST.REFERENCE LIST.MATERIAL DATA.MATERIAL INDEX.

(3) Graphic commands(a) TITLE command

TITLE command.

Function : Job description.Prompt : TITLE? (' ')Input data : ' '

- 26



(b) MATERIALS command

MATERIALS command.

Function : Selection of material, number of materials and material index.Prompt : MATERIALS? (PROP, NMAT, MATNO, )Input data : PROP

0 : RETURN.1 : COEFFICIENT OF THERMAL EXPANSION.2 : MODULUS OF LONGITUDINAL ELASTICITY.3 : MODULUS OF TRANSVERSE ELASTICITY.4 : POISSON'S RATIO.5 : STRESS-STRAIN CURVE.6 : STRESS-STRAIN CURVE DEPENDENT ON STRAIN

RATE.NMAT : NUMBER OF MATERIALS.MATNO : MATERIAL INDEX NUMBER.

(c) PARAMETERS command

PARAMETERS command.

Function : Selection of data parameters, such as material test method, directionof compression or tensile force against wood fiber, temperatureranges, stress-strain cureve and stress-strain curve dependent on strainrate.

Prompt : PARAMETERS? (0:1:2:3:4:5)Input data :

0 : RETURN.1 : DEFORMATION TYPE(material test method).2 : FIBER DIRECTION OF WOOD(direction of force against

wood fiber).3 : TEMPERATURE(temperature range).4 : STRAIN RATE.5 : STRAIN.

- 27 -



(c-1) DEFORMATION TYPE subcommand

DEFORMATION TYPE subcommand.

Function :Prompt :Input data :

SelectioTl of material test method.DEFORMATION TYPE? (0:1:2:3:)

0123

RETURN.COMPRESSION.TENSION.COMPRESSION & TENSION.

(c-2) FIBER DIRECTION OF WOOD subcommand

FIBER DIRECTION OF WOOD subcommand.

Function : Selection of material test direction of compression or tensile forceagainst wood fiber.

Prompt : FIBER DIRECTION OF WOOD? (0:1:2:3:4:5:6)Input data :

RETURN.ODEG.

30 DEC45 DEC60 DEC90 DECNORMAL.

(c-3) TEMPERATURE subcommand

TEMPERATURE subcommand.

Function : Selection of temperature ranges.Prompt : TEMPERATURE? (NIN,MAX)Input data :

MEM : MINIMUM TEMPERATURE.MAX : MAXIMUM TEMPERATURE.

- 28



(c-4) STRAIN RATE subcommand

STRAIN RATE subcommand.


: Selection.STRAIN;

MIN :MAX:

of stress-strain cureveRATE? (NIN,MAX)

MINIMUM STRAINMAXIMUM STRAIN

dependent on strain rate.

RATE.RATE.

(c-5) STRAIN subcommand

STRAIN RATE subcommand.

Function : SelectionPrompt : STRAINInput data :

NSTRN

STRN1 :STRN2:

of strains.? (NSTRN, STRN1, STRN2, )

: NUMBER OF STRAINS(number of data dependent onstrain).STRAIN.STRAIN.

(d) SYSTEM OF UNITS command

SYSTEM


OF UNITS

: Selection: SYSTEM:

1 :SI

command.

of units.OF UNITS? (1:2)

(SI unit).2 : MKS (MKS unit).

2 9 -



(e) OUTPUT command

OUTPUT


command.

: Selection of output forms.: OUTPUT? (0:001:010:011:100:101:111)

0001010011100110111

RETURN.LISTING.PLOTTING.LISTING & PLOTTING.FITTING.FITTING & PLOTTING.FITTING & PLOTTING & LISTING.

(e-1) PLOT OPTIONS subcommand

PLOT OPTIONS

FunctionPrompt :Input data

subcommand.

Selection of graphical output forms.PLOT

0

2345

OPTIONS? (0:1:2:3:4:5)

RETURN.DATA RANGES.TYPE OF AXES.STRING.MESH.COMMENT OF CURVES.

(e-2) DATA RANGES subcommand

DATA RANGES subcommand.


Selection of data ranges for graphical plot.DATA RANGES? (XMEST, XMAX,

XMIN : MINIMUM VALUE ONXMAX : MAXIMUM VALUE ONYMIN : MINIMUM VALUE ONYMAX : MAXIMUM VALUE ON

YMIN, YMAX)

X-AXIS.X-AXIS.

Y-AXIS.Y-AXIS.

- 3 0 -



(e-3) TYPE OF AXES subcommand

TYPE OF


AXES subcommand.

: Selection of scale types for graphical plot axes.: TYPE OF AXES? (1:2:3:4):

1 : BOTH X AND Y ARE LINEAR SCALE (both X-Y-axis are linear scales).

2 : X IS LOG SCALE, Y IS LINEAR SCALEscale and Y-axis is linear scale).

3 : X IS LINEAR SCALE, Y IS LOG SCALEscale and Y-axis is log scale).

4 : BOTH X AND Y ARE LOG SCALE (bothY-axis are log scales).

(X-axis

(X-axis

X-axis

axis and

is log

is linear

and

(e-4) STRING subcommand

STRING subcommand.

FunctionPrompt :Input data

: SelectionSTRING?

0 :1 :

of string types.(0:1)

NO (do not draws).YES (draws line between plot marks).

(e-5) MESH subcommand

MESH subcommand.

Function :PromptInput data :

Selection of mesh drawing.MESH? (0:1:2)

0 :1 :2 :

NONE (do not draws).DASH LINE (draws straight line mesh).LINE (draws dotted line mesh).

- 31 -

(e-6) COMMENT OF CURVES subcommand

COMMENT OF CURVES subcommand.

Function : Writes a comment on a curve.Prompt : COMMENT OF CURVES? (CURVE-NO., '...COMMENT...')Input data :

CURVE-NO.0 : RETURN.

>1 : DEFINITION.<20 : DEFINITION.'...COMMENT...' (writes a comment on the curve).

(f) FITTING commands

FITTING command.


Selection of curve fitting.FITTING? (0:1:2:3)

0 :1 :2 :3 :

RETURN.INPUT X-Y DATA (input X-YLINEAR REGRESSION (linear

data for fixed points).regression).

BUILT IN EQUATIONS (use of built in equations).

(f-1) X-Y DATA subcommand

X-Y DATA


subcommand.

Read X-Y data for fixed points.X-Y DATA? (N, XI, Yl, , XN,

N : number of X and Y data foris 50).

XI : X DATA.Yl : Y DATA.

XN : X DATA.YN : Y DATA.

YN))

fixed ponts (maximum number

- 3 2 -



(f-2) LINEAR REGRESSION subcommand

LINEAR I


DEGRESSION subcommand

: Seeks coefficient of linear: LINEAR REGRESSION?:

A : coefficient of A.B : coefficient of B.

Y = AxX + B

•

regression.(A, B)

(f-3) EQUATION NUMBER subcommand

EQUATION NUMBER subcommand.

Function : Selection of equation number of built in function based on linearregression-

Prompt : EQUATION NUMBER? (1:2:3: :15)Input data :

0 : RETURN.1 : EQUATION NUMBER 1.2 : EQUATION NUMBER 2.

15 : EQUATION NUMBER 15.

(4) EXIT/RESET command

EXIT/RESET command.

Function : Selection of job exit or reset.Prompt : EXIT/RESET? (1:2:3:4:5:6)Input data:

0 : EXIT.1 : QUERY.2 : TITLE,3 : MATERIALS,4 : PARAMETERS,5 : SYSTEM OF UNITS.6 : OUTPUT.

- 3 3 -

Table 4.2 Relationship between output plot selection and input data

i

X-axis

Temperature

Temperature

Temperature

Temperature

Strain

Strain rate

Y-axis

Coefficient ofthermal expansion

Modulus of longitu-dinal elasticity

Modulus oftransverse elasticity

Foisson's ratio

Stress

Stress

Input data(commands)

MATERIALS

PROP

1

2

3

4

5

6

MATNO

o

o

o

©

©

©

PARAMETERS

l:Direction oftest force

O

o

2:Fiber directionof wood

oo

3:Temperature

oo

4:Strain rate

o

5:Strain

©

Legend : ® : NecessityO : Option

>tn50

s

o


Table 4.3 Commands for IMPACLIB

Commands/Subcommands

ENTRY

QUERY

GRAPHICS

MATERIALS

PARAMETERS

DEFORMATION TYPE

FIBER DIRECTION OF WOOD

TEMPERATURE

STRAIN RATE

STRAIN

SYSTEM OF UNITS

OUTPUT

PLOT OPTIONS

DATA RANGES

TYPE OF AXES

STRING

MESH

COMMENT OF CURVES

FITTING

X-Y DATA

LINEAR REGRESSION

EQUATION NUMBER

EXIT/RESET

Functions

Job entry.

Selection of job.

Graphic output.

Job description.

Selection of material.

Selection of material test method.

Selection of material test direction against wood

fiber.

Selection of temperature ranges.

Selection of stress-strain curve dependent

on strain rate.

Selection of strain.

Selection of units

Selection of output forms.

Selection of graphical output forms.

Selection of data ranges for graphical plot.

Selection of scale types for graphical plot axes.

Selection of string types.

Selection of mesh drawing.

Write a comment on a curve.

Selection of data fitting.

Read X-Y data for fixed points

Seeks coefficient of linear regression.

Selection of equation number of built in

function based on linear regression.

Selection of job exit or reset.

- 3 5 -


MAIN BLOCKD

MLBST RDSQF RDCHS

ISBST

MLBPT RDSQF

ISBST

MLBEX RDSQF RDCHS

EXCOM EXCOMQ

EXCOM3

EXQRY RDSGF

ISBST

EXDAT MLBFD

RDCHS

EXCOM1

EXCOM2

ISBST

RDCHS

RDSQF

MLBPT

RDCHS

RDSQF

RDCHS

L- ISBST

Fig. 4.1 Structure of computer program IMPACLIB(l/2)

- 3 6 -


MAIN MLBEX EXDAT GTPROP

GTEPSS

GTSIG

EXUNI EXUNI2

EXOUT EXFIT

EXLSTP

EXGRA

DTL1ST

GTEMOD

EXFIT1

EXFIT2 EXMINX

EXFIT3

CURVE EXMINX

- AXFUN1

PLTAX2

PLTAXL

PLTLGV

Fig. 4.1 Structure of computer program IMPACLIB(2/2)

- 3 7 -


Input dataF05

Output dataF06 cDraw

data

I ibrary

F01

Fig. 4. 2 Program flow

- 38


( S T A R T J

ENTRY

QUERY

JGRAPHICS

TITLE

MATER IALS

PARAMETERS

SYSTEMOF UNITS

OUTPUT

PLOTOPTIONS

FITTING

EXIT/RESET

(STOP J

STOP

Fig. 4.3 Flow sheet of command

- 3 9 -


5. Conclusions

In regard to the evaluation of acceleration, deformation, stress and strain of

casks in the case of drop impact, structural property data are necessary. A structural

property data library IMPACLIB has developed for impact analysis programs such as

DYNA2D, DYNA3D, NIKE2D, NIKE3D, PISCES, HONDO, CRUSH1, CRUSH2,

FINCRUSH, PUNCTURE and so on. The IMPACLIB is further being utilized

satisfactory for general purpose stress analysis programs.

Ackowledgements

The author is indebted Mrs. Junji Oshika and Takashi Ishiwata of CRC

Research Institute, Inc. for assistance of making the computer program.

- 4 0 -


References

(1) Halliquist, J. O., "User's Manual for DYNA2D - Explicit Two-dimensional

Hydro-dynamic Finite Element Code with Interactive Rezoning and Graphical

Display", UCID-18756,Rev.3(1988).

(2) Halliquist, J. O., "Use's Manual for DYNA3D(Nonlinear Dynamic Analysis of

Structures in Three Dimensions)", UCID-18756,Rev.5(1989).

(3) Halliquist, J. O., "NIKE2D: An Implicit, Finite-Deformation, Finite Element Code

with Analyzing the Static and Dynamic Response of Two-Dimensional Solids",

UCID-52678(1978).

(4) Halliquist, J. O., "NIKE3D: An Implicit, Finite-Deformation, Finite Element Code

with Analyzing the Static and Dynamic Response of Three-Dimensional Solids",

UCID-18822(1981).

(5) Trigg, M., et al., "PISCES user's Manual", Physics International(1980).

(6) Key, S. W., Beisinger, Z. E. and Krieg, D., "HONDO-II - A Finite Element

Computer Program for the Large Deformation Dynamic Response of Axisymmerric

Solids", SAND 78-0442(1978).

(7)Dcushima, T. et al., "Simplified Computer Codes for Cask Impact Analysis" , 10th

Int. symposium on the Packaging and Transportation of Radioactive Materials,

pp.1419-1426, Japan(Yokohama), (1992).

(8)Dcushima, T., Oshika, J. and Ishiwata, T., "Computer Codes System for Structural

Analysis of Radioactive Materials Transport" , 11th Int. symposium on the Packaging

and Transportation of Radioactive Materials, pp.1174-1181, U.S.A(Las Vegas),

(1995).

(9) Ikushima, T. and Nagata, T., "A Compilation of Structural Property Data for

Computer Impact Calculation (1/5), Volume 1 : Structural Property Data and Data

Processing Computer Program", JAERI-M 88-191 (1988) (in Japanese).

(10) Ikushima, T., "A Compilation of Structural Property Data for Computer Impact

Calculation (2/5), Volume 2 : Mild Steel", JAERI-M 88-192 (1988) (in Japanese).


Calculation (3/5), Volume 3 : Stainless Steel", JAERI-M 88-193 (1988) (in Japanese).


Calculation (4/5), Volume 4 : Lead", JAERI-M 88-194 (1988) (in Japanese).

- 41 -



Calculation (5/5), Volume 5 : Wood", JAERI-M 88-195 (1988) (in Japanese).

(14) Ikushima, T., "CRUSH1 : A Simplifed Computer Program for Impact Analysis

of Radioactive Material Transport Casks", JAERI-Data/Code 96-025 (1996).

(15) Ikushima, T., "CRUSH2 : A Simplifed Computer Program for Impact Analysis


(16) Ikushima, T., "FINCRUSH : A Computer Program for Impact Analysis of

Radioactive Material Transport Cask with Fins", JAERI-Data/Code 97-018 (1997).

(17) Ikushima, T., "PUNCTURE : A Computer Program for Puncture Analysis of

Radioactive Material Transport Casks", JAERI-Data/Code 97-036 (1997).

(18) Ikushima, T., "ROCKING : A Computer Program for Seismic Response Analysis


(19) Ikushima, T., "FTNLIB : A Fin Energy Absorption Data Library for Impact

Analysis of Radioactive Material Transport Cask with Fins", JAERI-Data/Code

97-035 (1997).

4 2 -

Appendix A Sample Problem Input

INPUT DATA ECHO

15 0-

2

2 3 45 0 5 0 5 0 5-

•STRESS STRAIN CURVES OF5,1,3290.011110.0,51 '2 '3 '4 •5 '6 '7 '8 '9 '100 '

1012

0,295.0

0.24,

STRAINSTRAINSTRAINSTRAINSTRAINSTRAINSTRAINSTRAINSTRAIN'STRAINt

0.0,

RATERATERATERATERATERATERATERATERATE1 RATE

1600.

2.1E-42.1E-32.1E-22.1E-19.9E-11.31.3E+11.3E+23.0E+24.0E+2

•STARTSTEEL TEMP.=293.0'

•MATER

5 6 7 80 5 0 5 0 5 0

•TITLE ? R-86IALS ?

•OPTION ?•TEMPERATURE RANGES ?•PARAMETERS ?•SYSTEM OF UNITS ?•OUTPUT ?• PLOT• DATA• PLOT

1 •CURVE1 •CURVE1 •CURVE1 •CURVE1 •CURVE' •CURVE1 •CURVE1 •CURVE' •CURVE1 •CURVE

•CURVE

OPTIONS ?RANGES ?OPTIONS ?NO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENT END

>tn2

n

•PLOT OPTIONS ?•END MARK

5 o 5 0 5 0-1 2 3

•--5 0 5 0 5 0 5 0-4 5 6 7

• 5 08

Appendix B Sample Problem Output

ENTRY? (0:1:2:3)0.- EXIT11 QUERY21 GRAPHICS3; INPUT ECHO

» 2TITLE? <•...')» STRESS STRAIN CURVES OF STEEL TEMP.-293.0

MATERIALS? (PR0P,NMAT,MATN0, ... )PROPERTY0; RETURNl; COEFFICIENT OF THERHM. EXPANSION2; MODULUS OF LONGITUDINAL ELASTICITY3; MODULUS OF TRAMSVERSE ELASTICITY*; POISSON'S RATIO

tl STRESS-STRAIN RATE

HATNO; MATERIAL NUMBER» S 1 1012

PARAMETERS? <0:l:2:3:t:5>0. RETURN1; DEFORMATION TYPE2; FIBRE DIRECTION OF MOOD

3; TEMPERATURE4; STRAIN RATE5; STRAIR

» 3TEMPERATURE? (HIM,MAX)>> 290.000 293.000PARAMETERS? (0:1:2:3:*:5)

0; RETURNl; DEFORMATION TYPE2; FIBRE DIRECTION OF UOOD3; TEMPERATURE*; STRAIN RATE5; STRAIN

» 0SYSTEM OF UNITS? (1:2)

1; si2; MKS

>> lOUTPUT? (0:001:010:100)

0; RETURN001; LISTING010J PLOTTING100; FITTING

» 11PLOT OPTIONS? (0:l:2:3:&:3)

0; RETURN1; DATA RANGES2; TYPE OF AXES3; STRINGt; MESH5; COMMENT OF CURVES

Appendix B (Continued)

DATA RANGES? <XH1N,XMAX»YM1N,YMAX)XHIN; MINIMUN VALUE ON I-AXISXHAX; MAXIMUM VALUE ON X-AXISYH1NJ M1N1HUN VALUE ON Y-ArISYMAX; MAXIMUM VALUE ON Y-AXIS

PLOT OPTIONS? <O:l;2!s:*:S>0; RETURNl;

TYPE OF AXESSTRINGMESHCOMMENT OF CURVES

» JCOMMENT OF CURVES? (CURVE-NO,'..COMMENT..')

CURVE-NO- 0; RETURN> 0; DEFINITION<11J DEFINITION

>> 1, STRAIN RATE 2.1E-*COMMENT OF CURVES? (CURVE-NO,'..COMMENT..•)

CURVE-NO- 0; RETURN> OJ DEFINITION<ll; DEFINITION

>> 2, STRAIN RATE 2.1E-3COMMENT OF CURVES? <CURVE-NO,'..COMMENT..')

CURVE-NO- 0; RETURN> 0; DEFINITION<ll; DEFINITION

» 3, STRAIN RATE 2.1E-2COMMENT OF CURVES? (CURVE-NO,'..COMMENT..')

CURVE-NO- 0; RETURN> 0; DEFINITION<ll; DEFINITION

>> t, STRAIN RATE 2.1E-1COMMENT OF CURVES? (CURVE-NO,'..COMMENT..')

CURVE-NO* 0; RETURN> 0; DEFINITION<ll; DEFINITION

» 9, STRAIN DATE 9.9E-1COMMENT OF CURVES? (CURVE-NO,'..COMMENT. .•>

CURVE-NO- 0; RETURN> 0; DEFINITION<n; DEFINITION

» t, STRAIN RATE 1.3COMMENT OF CURVES? (CURVE-NO,'..COMMENT..•)

CURVE-NO* 0; RETURN> 0; DEFINITION<ll; DEFINITION

>> 7, STRAIN RATE 1.3E»1COMMENT OF CURVES? (CURVE-NO,'..COMMENT..')

CURVE-NO- 0; RETURN> 0; DEFINITION<li; DEFINITION

>> 8, STRAIN RATE 1.3E»2

- 44

Appendix B (Continued!

COMMENT OF CURVES? (CURVE-NO.•..COMMENT..MCURVE-WO- 0; RETURN

> 0; DEFINITION<li; DEFINITION

» 9. STRAIN RATE 5.0E*2COMMEUT OF CURVES? (CURVE-NO. ' . .C0HF1ENT.. • )

CURVE-NO- 0; RETURN0; DEFINITION

<11; DEFINITION» 10. STRAIN RATE 4.OS.2

COMMENT OF CURVEST (CURVE-NO.-..COMMENT..')OJ RETURN0; DEFINITION

11; DEFINITION» 0.

PLOT OPTIONS? (0:1:2:3:4:5)0; RETUfftt1; DAT* RtNSES2; TTPE OF «XES3; ST«1«E4; NESNS; COMMENT OF CURVES

» 0EKtT/RESET? (0:1:2:3:*:5:6>

O; EXITl; «UEBY2; TITLE....31 MATERIALS....i; PARAMETERS....5! SrSTEM OF UNITS4; OUTPUT

» 0JVE0002I STOP EXIT

- 4 5 -

0)

3-

Oc•ac

O

OlDCD-JCnOl-fcCOM — O O O O O O O O O Ooooooooooooooooooooooaoooaooooaoaooooooom m m m ni m rn m rn m rn m m rn rn m m m m rni i i i i i i i i i i i i i i i i i i ioooooooooooooooooooo

ooooooooooooaoooooooTO m rn rn rn m m m m m m rn m m m m m m m m

oooooooooooooooooooo

ST

RfilN

(-)

ST

RE

SS

IM

Pfll

ST

RR

IN

RR

TE tl/S)

2.1

00

E-0

3

—imTJrnD

—i

m

29

3.0

0

DE

FOR

MR

TION

TYP

EC

OM

PR

ES

SIO

N

—Iz z mo D 3)

m 35

o

ro

Cu•a

Dmen

I00en

O Q CD J Ol Cft ^ CJ fN3 *^ 3 3 3 O C"!* C3 3 3 n ioaooooooooacjaooooooooaoooooooooooooooooom rn m rn m rn m m m m m m m m m m m m fti rnt i i t i i t i i i i i i i i i i i i iooooooooooooaooooooo

oooooooooooooooooooom m m m m m m m m m m m m m rn m rri m rn m

oooooooooooooooooooo

ST

RfilN

(-)

ST

RE

SS

(M

Pfi)

ST

RR

IN

RflTE

(1

/S)

2.1

00

E-0

4TEM

PERR

TUR

E (K

)n2

93

.00

DE

FOR

MA

TION

TYP

EC

OM

PR

ES

SIO

N

z zO D• 3

m

i— eno * ••— enIV) O

m

'^r>UR

V

m

T30)

a

oo

>.m

6

0)

REF

m33mzo

1 ,.cal

od

I v 4

vO7-049

COen


MflTERIfiL (CURVE NO.31NflME: S45CNO. 1012

REFERENCES: R-86

DEFORMflTION TYPETEMPERRTURE (K)

STRflIN RRTE ( 1 / S )

STRRIN ( - )

1.000E-022-000E-023.000E-D24.000E-025.000E-026.000E-027-000E-028.000E-029.OOOE-02

•OOOE-01•IOOE-01•200E-01•300E-01•400E-D1•500E-01.600E-01•700E-01•800E-01

1.900E-D12.000E-01

COMPRESSION

293-00

2-100E-02

STRESS (MPfl)

3.720E+024-170E+024-BO0E+025.240E+025.640E+02S.980E+026.170E+026.370E*026.570E+026.710E+026.820E+026.960E+027.110E+027.200E+027.250E+027.350E+027.450E+Q27.500E+027.6D0E+027.690E+02

Fig. C.3 Graphical Output of IMPACLIBO)

MfiTERIfiL (CURVE N O . 4 )

NflME: S45CNO. 1012

REFERENCES: R-86

DEFORMflTION TYPETEMPERRTURE (K)STRRIN RflTE ( 1 / S )

COMPRESSION2 9 3 - 0 02 . 1 0 0 E - 0 1

STRRIN ( - )

1 .OOOE-022-O00E-O23.OOOE-024.OOOE-025.OOOE-026.OOOE-027.OOOE-028-OOOE-029.OOOE-021 .OOOE-011 .IOOE-011-200E-011.300E-011.400E-011.500E-011.600E-011 .700E-011.600E-011.900E-012.OOOE-01

STRESS (MPfl)

3.920E+024.310E+024-950E*025.440E*02S.780E+026.130E+026-370E+026-S70E+026.710E+026.910E+027.060E+027.150E+027.250E*027.350E+027.450E+027.500E+D27.600E+027.690E+027.740E+027.840E+02

Fig. C.4. Graphical Output of IMPACLIBI4)

- 47 -


MfiTERIflL

NRME: S45CNO. 1012

(CURVE NO.5)

REFERENCES: R-86

DEFORMRTION TYPE

TEMPERHTURE (K)

STRflIN RflTE ( 1 / S )

COMPRESSION

293-00

9 . 9 0 0 E - 0 1

STRfilN ( - )

.OOOE-022.000E-023.OOOE-024 . OOOE-025.OOOE-026.OOOE-027 . OOOE-026.OOOE-029.OOOE-02l.OOOE-OI1 .100E-011.200E-011.300E-011.400E-011.500E-01

STRESS (HPfl)4.610E+024.410E+024.900E+02S.390E+025.780E+026.0B0E+026.370E+02B.S70Ef026.760E+026.910E+027.060E+027.200E+027.300E+027.350E+027.450E+02

Fig. C.5 Graphical Output of IMPACLIBI5)

MflTERIflL

NflMEiNO.

(CURVE N O - 6 )

S45C1012

REFERENCES: R-86

DEFORMflTION TYPE

TEMPERflTURE (K)

STRFUN RflTE ( 1 / S )

STRfilN [ - )

I.OOOE-022 . OOOE-023.OOOE-024.OOOE-025.OOOE-026.OOOE-027.OOOE-028.OOOE-029 . OOOE-021.OOOE-011.100E-011.2D0E-011-300E-011 .400E-011.600E-011 .600E-011.700E-011-800E-01

COMPRESSION

293.00

1.300E+00

STRESS (MPfi)4.700E+024.S10E+025.190E+025.590E+025.980E+026.370E+026.660E+026.860E+027.060E+027.250E+027.350E+027.500E+027.600E*027.690E+027.740E+027.840E+027.890E+027.940E+02

Fig. C.6 Graphical Output of IMPACLIB(6)

- 4 8 -

MRTERIPL

NRME:NO.

(CURVE NO.7)

S45C1012

REFERENCES: R-86

DEFORMRTION TYPE

TEMPERRTURE (K)

STRRIN RflTE ( 1 / S )

COMPRESSION

2 9 3 . 0 0

1-300E+01

STRfilN [ - )1 .000E-022.000E-023.000E-024.000E-025.000E-026.00QE-027.000E-028.00QE-029.000E-02l.ODOE-011.1D0E-0]

STRESS (MPR)4.900E+025.000E+025.190E*025-980E+026.370E+026.B50E+026-960E+027.150E+027-250E+027.3S0E+027.450E+02

Fig. C.7 Graphical Output of IMPACLIB(7|

MRTERIRL

NRHE: S45CNO. 1012

CURVE NO.8)

REFERENCES: R-86

DEFORMPTION TYPE

TEMPERRTURE (K)

STRRIN RflTE ( 1 / S )

COMPRESSION

2 9 3 . 0 0

1 .500E + 02

STRflIN ( - )

1.000E-022-O0OE-O23-000E-024.000E-025.000E-026-000E-027.000E-028-000E-029.000E-021 .OOOE-01

STRESS <MPFI)

6.Q80E-1-025.880E+026.030E+026.420E+02B.860E+027.060E+027.250E+027.350E+027.640E+027.740E+D2

Fig. C.B Graphical Output of IMPACLIB(8)

- 4 9 -


MATERIAL (CURVE NO.9)

NRME: S45CNO. 1012

REFERENCES: R-86

DEFORMATION TYPE

TEMPERATURE I K )

STRAIN RATE ( 1 / S )

COMPRESSION

2 9 3 . 0 0

3.000E+02

STRRIN (-)l.OOOE-OZZ.OOOE-023-000E-024.000E-025.000E-026.000E-027.000E-02B.OOOE-029.000E-02! .OOOE-011.100E-011-200E-011 -300E-011 -400E-01

STRESS (MPR)5.980E+025-880E+026.27DE+026.660E+026.950E+027.250E+027.500E+027.740E+028.040E+02B.230E+028.330E+028.430E+028.470E+028.520E+02

Fig. C.9 Graphical Output of IMPACLIB(9>

MATERIAL (CURVE NO.10)

NAME: S45C REFERENCES: R-86NO. 1012

DEFORMATION TYPE

TEMPERATURE (K )

STRflIN RATE I 1 / S )

COMPRESSION

2 9 3 . 0 0

4.000E+02

STRflIN ( - )

1.OOOE-022.000E-023-000E-024.OOOE-025.OOOE-02B.OOOE-027.OOOE-028-OOOE-029.OOOE-021.ODOE-011.100E-011.2D0E-011-300E-011 .400E-011 .500E-011.600E-0!1 .700E-011 .800E-011-900E-012.OOOE-01

STRESS IHPfi)S.B80E+026-OBOE+026.370E+026.760E*027.110E+027.350E+027.600E*027.790E+027.980E+028.130E+02B.280E+02B-370E+028.530E+028.820E+028.920E+029.020E+029.070E+029-110E+029.210E+029.210E+02

Fig. C. 10 Graphical Output of IMPACLIB (10)

- 5 0 -


STRESS (MPfi)

1600

800

400

^ ^

. . . . - j A e s

j , 10

1 STROIH RATE2 STRR1N RRTE3 STRAIN RATE4 STRAIN RRTES STRAIN RATEE STRAIN RRTE•> STRAIN RRTE

1 STtfaT9 STRR110 STRR1

J O -

X RRTE1 RATE4 RRTE

"" ""

2 . I E - 42 . I E - 32 - I E - J2 . 1 E - I9 9 E - 11.3I.3E.I

f.3E.Sl-0E>2I.OE»2

0 . 0 5 . 0 1 0 - 0

STRflIN [ - )

1 S - 0 20 .0

STRESS STRflIN CURVES OF STEEL TEMP.=293 .0

Fig. C.I I Graphical Output of IMPACLIB(I I)

Appendix D Job Control Data

The job control data for IMPAC1IB execution on the computer FACOM M-780

in JAERI is as follows:

//JCLG JOB

// EXEC JCLG

//SYSIN DD DATA,DLM='++'

// JUSER XXXXXXXX.XX,XXXXXXXX,XXXX.XX,]MPLIB

// T.01 C.02 W.01 1.02 CLS GRP

// OPTP MSGCLASS=A,MSGLEVEI-=(2,0,1),CLASS=B^OTIFY=JXXXX

// OPTP PASSWORD=XXXXXXXX

// EXEC LMGOEX,LM=J2322.1MIMPLIB,PNM=IMPACLIB

// EXPAND GRNLP

//SYSIN DD DSN=JXXXX.DTIMPLIN.DATA,DISP=SHRJABEL=(),,IN)

//FT01F001 DD DSN=JXXXX.DTFINDATX)ATA,DISP=SHR

//FT02F001 DD DSN=SPACE=(TRK,(5^)),UNIT=TSSWK

//FT20F001 DD DSN=JXXXX.DTIMPLIB.DATA,DISP=SHR

- 5 1 -


Appendix E Program Abstract1. Name :

IMPUB.

2. Computer for which the program is designed and others upon which it is possible:

FACOM M-780, SUN4 or IBM-PC.

3. Nature of physical problem solved:

Structural data at high speed test from USA and Japanese experimental data,

4. Method of solutions:

5. Restrictions on the complexity of the problem:

None.

6. Typical running time:

FACOM-M780 : 1 seconds.

SUN4 : 2 seconds.

IBM-PC : 3 seconds.

7. Unusual features of the program:

None.

8. Related and auxiliary progiam:

None.

9. Status:

10.References:

(l)Ikushinia,T. and Hode S.,"Simplified Analysis Computer Program and Their

Adequacy for Radioactive Materials Shipping casks", PATRAM'89,pp.l202-

1209, Washington DC, USA June 11-16,(1989).

(2)Dtushima,T. et al.,"Simplified Computer Codes for Cask Impact Analysis",

PATRAM'92, pp.1419-1426, Yokohama, Japan, September 13-18,(1992).

(3)lkushiina,T, OhshikaJ. and lshiwata,T.,"Computer Code System for

Structural Anaalysis of Radioactive Materials Transport*, PATRAM'95,

pp.1174-1181, Las Vegas, USA, December 3-8,(1995).

(4)Dcushtaa,T.,"FINCRUSHA Computer Program for Impact Analysis of

Radioactive Material Transport Cask with FinsVAERI-Data/Code

97-018(1997).

11-Machine requirement:

Required 1100 k bytes of core memory.

12.Program language used:

FORTRAN-77.

13.0perating system or monitor under which the program is executed:

FACOM M-780 : MSP.

SUN4 : Solaris 2.1.

IBM PC : Windows 3.1.

14.Any other programming or operating information or restrictions:

The program is approximately 3800 source steps(including comment lines).

The graphical programs are as follows:

FACOM M-780 : CALCOMP plotter or the compatible ones.

SUN4 : X-windows.

IBM PC : windows 3.1.

15.Name and establishment of author:

T. Dmshima

Japan Atomic Energy Research Institute,

Tokai Research Establishment,

Department of Fuel Cycle Safety Research,

Tokai-mura, Naka-gun, Ibanki-ken, 319-11

Japan

16.Material available:

Program source and data library.

- 5 2 -

Appendix F Program Source ListC« MAI« PROGRAM •C MATERIAL DATA LIBRARY FOR 'CA&KETSS'

COMMON /MLBALC/ LHLB, IMA1, 1MA2. IMA3,IHA4, IMA5,1HA6,1MA7,IMAB1 / IHA9.1HA1O,IMAM,1HA12,IMA13,IMA14,IMA15.1MA162 - IHA17.IMA18COMMON /HLBMAX/ HMLB. MMAT, BCS. HSS, HPB, MUD, HPTEMP, MUDF1B1 / HTEHP, MEPSR, HEPSS, MREFF, HCOMftCDMMON / / HLB(5OOOO)

2)/2«2-l

CALL DTLJST(5,6>C MEMORY ALLOCATION

(.NATO > 5*fMCS+MS

IF ( HWLB.Lt.O t

/ 33H/ 23HI 23H

INSUFFICIENT WORKING AREANECESSARY ,18GIVEN IB )

IMA1IMA2IHA3IMA*

IHA6IMA7INA7I NABIKA9IHA1O

* IMA1 *5«NCS* IHA2 +5.HSS* 1MA3 O-HPB

* 1NA5 *12*MHAT

- IADJST <IHA7>* IMA7 +Hm.B*i

1NA121U121NA13IHAltIMA14

IXA16IHAltIBA17IHA16CALL

^ IHA1O+NWDF1B«HWO*Z• I«A11»«UOFIB'"WC2> IADJST 1IHAJ2>> 1HA12-»HHLB'HTEMP• 1««13«B«LB'MTEBP• 1ADJST (IHA1A)

• IMAlS<mLB«HTEIIP>HEPSR>i- IAOJST (l«»16)

> IHA17«NREFFa2KLBST ( KLBCIKAl),

CALLSTOPENO

HLBCIHA2).MLB(1HA6>*

MLBCIMA3)/HLB]

Appendix F (Continued)

BLOCK DATACHARACTERS AHAT1, ANAKE , UMARECHARACTER*! ATITLC. XXNAHE. YTNAHE. 1E«CF. ICTNAH, C«RDCHARACTER'! CDACHARACTER IRCIF2>«CHARACTER 1RCBF1>1COMHOH /C0BPL1/ ATITLE11B), XX»ABE(10), YYNA»E(10>

1 . XOATAI 50,20), YOATAC SO,20)COMMON /C0MPL2/ PXH1N, PXNAX, PYH1N, PYHAX, XL1, YL1, NPLOT

1 , NOATA. «0*rA«(JO), OSBAPHCOMMON /C0HPL3/ AMATK20), ANAHEC20), UHAME(3)COMMON /HLBALC/ LMLB, 1HA1,1HA2,INA3,1HA4'1HA5,1MA6,1MA7,IHA81 , IHA9,1MA1O,1NA11,IMA12,1HA13,1HA14,1HA15,INA1A2 , I*A17.IMAiaCOHHOft /HLSFMO/ 1FNC, IFNN, IFNP, XFNRCOMMON /MLBFT1/ KFIT, IESFIT, NC0£F<16), C0EF(6), C0EF0<6,14>1 . NXY, NXYD!5>, XYD(2,9O,S>, MIY, HXYDCOHKON /MLBFT2/ KEaCF(lt). IE«CF(6,14>COMMON /MLB10X/ JMAT, IBAT, ICS, ISS, 1PB, IUO, J«DF1B, JTEMP

1 , JEPSR, J«EFFCOMMON /NLBBAI/ NMLB, BBAT, MCS, MSS, MPB, HUD. HPTEHP, HUOFIB1 , HTEMP, MEPSR, MEPSS, MREFF, MCOBBCOMMON /HLBNUH/ NMLB, NMAT, DCS, NSS, HPB, NUD, «PROP(S>, DDFT1 , IWDF, NTHP, NEPSR, NEPS, MREFF, NCOMMCOMMON /MLBPL1/ IAXES(2), KMESH, KCVNAM, JCVNAMC20), 2CV«AMC5,2O)COMMON /MLBQR1/ K9RI10), IQRttlO), C««0(4MO), Jl»BD, JCORDCOMMON /HLBRF1/ KRFM1, CRFM2, CEXC, MRFM, NRFB, IRFH<10), KARG

1 , NRFC<«>, IRFC<10,B>, RRFC(2,10,81, KSYSUCOMMON /HLBRF2/ HRFX, NRFX, ICND<B,20), RCNDC8*20)> NXCPSC20)

1 , XEPSfS0,20), X5IfiC50,20>, NRFXX, JRFXX<2,20)COMMON /MLBRF3/ ICNDP(6,20)/ RCNDP(B/20)COMMON /MLBTCS/ 1CPS, 1TERN, ISCAL, XfiO, YGOCOMMON /RDBUF1/ MBF, 1FNBFK3), 1FNBF2C100), ICHSBF<2,3)

1 , 1RCBF1CS0), IP0SR<3>COMNO* /RoailFl/ 1RCBF2U,3O,3)COHMDN /RDBUF3/ CDA(IO), IDAC10), RDA(SO)

/C0NPL1/ •

3 1B>4H ,Z0«4H ,:O*AH /

/C0MPL2/ •DATA NPLOT,«D»TA.»6BAPH /1 0, 0, 0 /

/MLBALC/ *bATA LMLB / 50000 /

/NLBFNO/ •DATA 1FNC,IFNN,IFKP,1FNR /

3 5, 13, 20, 10 //MLBFT1/ •DATA KFIT,1E«FIT,HCOEF /

1 0, 0, 2,4,&,!,!,4,4,3,4,0,3,4,5,2,3,0 /DATA COEF ' 6.0. /

DATA NXV,NXVD, XYD,MXY,MXYD /1 0, 5.0, 500.0.. S. SO /

/ML8FTJ/ .DATA NEQCF / 2,3,4,4,3,4,6,3,4,4,3,3,S,2,3,0 /DATA IEQCF / 4HN, K, 4H ) , 4a4H

- 5 3 -

Appendix

MM*4HN,4HN/

4HN/4HM,

4HC/4HN/•VHMf4HH/4 MM/4HK/4HM>

F (Continued)

K, 4H,K/ 4H/

A/ 4H/

C-/ 4H E >SI/ 4H6-0/SI/ 4H6-C,

SI/ 4H6-0/S, 4HIG-C/

H/ 4H/K, 4

A,NrC/C,y

HOH,K/H/HH/

P#/,,,,B *K//H/y

} ,K /

tH/ SI

H SIGH./ K

»H C )LM SIG

IK)

AH EAH E

4H E4HG-1

4H-04HH )

4H-Y/

)/)/

>,

)/

2*4H2«4H

2*4H4HF/ E/ 4H

3*4h

2*41-3,*4H3**H

*HE > / 4H4»4H3*4^

cDE . 6a4H /

/HLB1DX/ aDATA JHAT.IHAT.ICS.ISS.IPB.IHD.JVDFIB.JTEHP.JCPSR. JREFF /1 0, 0. 0, 0, 0, 0, 0, 0, 0, 0 /

/HLBHAX/ a

1 0, 100, 30, 50, 30, 30, 20. 6. 20. 20. 500

Ca /HLBNUH/100. 100

0. 0. 0..HREFF.NCOnn

HESH /1 /1 2>0,

/HLB0B1/ •DATA Kftfl. 1QRD. C6RD. JI6R0. JtftRD /1 10*0. 10a0. AOaAK . 1. 1 /

'HLtRFl/ aDATA KRFHl.KRFH2.KEXC.HRFHrNRFM.lRFH. KARfi /

1 0. 0. 0. 10. O.lOaO. 3aO. 1 /

Ca

Ca

Ca

1/HL

1/HL

BRF2/

BTCS/

1/RDBUF1/

aao,a

20.

120,

1 /

0,

3,

0 /

1024, 0., 0.

DATA HBF/IFNBF1/IFNBF2/KH5BF/IP0SR /1 3/ 3*0/ 100*0/ 6*0/ 3«0 /

/R0BUF3/ >DATA COA / 10*' ' /DATA IOft / 10*0 /

/C0MPL2/DATADATAEND

XL1YL1

/ 200./ 160.

Appendix F (Continued)SUBROUTINE HLBST ( NAHCS, HAHSS. NANPB. NAMHD. MAHHAT. KATDIR

1 . MLB)

INTEGER NAMCS<5.1>. NAHSSC5.1). NAMPB(5.1). NANyD(S.l)IKTECER HAtWAT112,1), HATDIR(lO.l)INTEGER HLB(l)CONHON /NLBFNO/ 1FNC. 1FNH. 1FNP. IFNRCOHHON /MLBIDX/ JNAT. IHAT. ICS. 1SS. IPB. IUD, JUOFIB. JTEMP

1 . JEPSR. JREFFCOMtON /KLBALC/ LHLB. IHAl,II IA2.INA3,INAA.IHA;.IHA6.IHA7.InAB

1 . IHA9.IPJA10.IMAll , l lM12.INA13.I I IAlt . IHA15.I I IAU2 . IKA17.IMA18COinOK /ML§M«X/ HHLB. MMAT, MCS/ HSS. HPB. HUD, NPTEHP, NVDFIB

1 . XTEKP. MEPS», HEPSS, HREFf. MCOHHCOHHON /HLBNUH/ NHLB. NHAT. NCS, NSS, NPB, HUD, NPROP(S), NDFT

1 . NUDF, NTMP, »EPSB, HEPS. N»EFF, NCOHH

1 . NRFC(B), IRFC(IO.B). •RFC<2.10,B>, KSTSUComtON /RDBUF3/ CDAtlO). IDAdO), RDA(30)CHARACTERa* CDAINTEGER KHTYPU), IFHTK2.3)CHARACTE>a4 (END. CHATE

DATA KHTYP / 2000. 3000, 4000, 5000 /DATA IFHT1 I 101, 0, 104. 0. 201. 0 /DATA KEND . KHATE /

1 'END ', 'HAT • /

CALL RDSaF (0.1FNH, IFHT1 ,0, KSTAT. CDA. IDA. RDA. JPOSR)100 CONTINUE

IFHTK2.1) • 0CALL RDSSF (1,IF»H, IFHT1C1.1) ,1, KSTAT, COA(1>, IDA. RDA

1 . JPOSR)IF ( COACD.EQ.KEND

a.OR. COA(l).Ea.KHATE ) GOTO 140a ERROR a

W«;TEU,(>12O> CDA(l)6120 FORHATt 22H0 aaaa* ERROR aaaaa

1 / 34H INCORRECT HEADER LABEL ... '.A4.1H' )GOTO 100

140 IF < NHAT.GT.O >aNANHAT(2,NP)AT) - JPOSR-NAHNAT(1.NHAT)-1

IF < CDA(l) .EQ.KEND ) GOTO 400NHAT - NHAT+1IHAT > NHAT

IFHT1C2.2) • 0IFHTK2.3) - 0CALL RDSflF <1.1FNH. IFHTK1.2) .2. KSTAT, CDA(l). 1OA(1). RDA1 , JPDSB)

DO 160 I- 1.4IF <IDA(1).GE.KHTTP(I) } 60T0 1601NTYP • IGOTO 200

160 CONTINUE• ERROR a

UR1TE(6.610O> IDAC1)

54 -

1 / 35H60TO 100



HISSING MATERIAL NUMBER .-.-IB )

T>NAHMATtA,NMAT>NAHMAT(7,NMAT)NANMAT(8,NMATNANMAT<9,NHATNAMHATUO'NMA'NAMMAT<11,NHAKAMMAT(12,HMA1WD * 0GOTO ( 210/220,230,240 )DCS - *C5*1

ISBST(CDA<1>>ISBST(CDA(2))ISBST(C0AC3)>ISB$T<CDA<4>>ISBSTUDAU))

NKX - NCS

215

220

225

210

235

210

2*5

«AHCS<I,«CS> -CONTINUEGOTO 300NSSNXX •00 225 1- 1,1NA»1SS(1,NSS) >CONTINUE60TO 300NPB *NXX -DO 235 !• I-'NAHPB(I,NPB) -CONTINUESOTO 300HUDNXXsueDO 245 1- 1,4NAHUD<1,NWD) *CONTINUE

1S8ST(CDACI>>

USS*1NSS

jsesrccDAUi)

NPB»1NPB

I5BST(CDA<I)>

NWO+1NUD

ISBST(COAU))

JMATNMLB

NHATNHAT

JMATELSE

END1FNARHATC3^IIHAT} - JHATNAMflAT<4,NHAT> - IHTTP«10O00+NXXCALL HLBPT (NAMHAT(1/1>, MLB(1HA6)/ MLBC1MA7), HLB(I

1 / NLBCIKA9), HL6CIHA10)/ MLSUKAll), HLBi

MLB<IMA17), ML.BUHA18)

GOTO 100' KftFMl - 1KRFH2 - NKLBCALL RDSQFRETURNEND

IFHT1 .0, KSTAT. CDA, IDA. DDA, JPOSR)

23

INTEGERINTEGERINTEGERIN

REALREALREALCOMMON


HLBPT (NAMHAT^ MATDIft, PROP!, PRDP2, IDFTYP, WFHtl< IUDF1B, DTENP, 1TEHP, DEPSR, IEPSR, EPSS, IREFF, ICOHM

NAMHAT(12,1), HATDIRC1O#1), IDFTYP(2WDFIBR(2,NWOFIB,1)1WOFIB(2,HWDFIB,1>, ITEMP(HTEHP,1)IEPSR(2,HEP5R,HTENP,1)

PROP1(4,1), Pf)0P2<HPTHP2,4,l>D T E N J P ( M T E M P , 1 ) , DEPSRtHEPSR,HTEPSS<HEPSS,1)

, HUDF, NTMP, NEP5R> NEPS^ HREFF, NCOMHCOMMON /MLBIDX/ JMAT, IHAT, 1CS, 15S/ IPB, IWD, JUDFIB,

r JEPSR, JREFFIf HZ, ]FNM, 1FHP, IFHKCDA(IO), IDAHO), R0A(50)

COMMON /MLBFNO/COMMON /RDBUF3/

CHARACTER** KSSR, KSSR2/ KP.EF, KCOH, KDFTO, KWDFO, KBLNKCHARACTER** KDFTYPCi)JNTESfR If«TU2.15). IFHTJ(2,10J, IF«T3<2,4). If"TT«<2

DATA

DATADATA

DATADATADATADATA

12DATA

1DATA

DATA

KSSB

KREFKCOM

KDFTOKWDFOKBLNKIFBT1

IFNT2

IFNT3

BIEPSS

/ 'SSI>

/ 'REF/ 'CON

, ,/ i

/ •

/ 101,, 201,, 301,/ 101,, 201,/ 101,

/ 0 /

••

o.0,0,0,0,0,

101,201,301,101,301,201,

0,0,0,0,D,0,

201,301,-2,

101,301,102,

0, 201,0, 301,0 /0. 101,0, -2,0, -1,

0.0,

0,00

201,301,

201,f1

0, 201,0, 301,

0. 301,

00

0

DO 10 I- 4,1210 IFMT1(2,IJ - 0

CALL RDSflF (1/IFNN, IFMT1(1,4)1 , JPOSRJDO 20 I> 1,5NPR0PU)> I D A ( I )

20 CONTINUE

•9, KSTAT, CDA, IDAC1), RDA(1>

If ( JBAT .GT.0 >HATD!RC2,JMAT> -

DO 40 I* 1,4

PR0P1(1,JMAT>40 CONTINUE

THEN

ATW1OO00

- 5 5 -

Appandix F (Cont inued)

DO BO I - 1 .4IF < KPROPU) .GT.O ) THENN1TH - NPROP<I)*NPROPCI)CALL RDSfiF d . I F N H . l F H T l d . 1 3 ) . N I T H . KSTAT, CDA, IDA, RDAd)

1 , JPDSR)IF < JHAT.GT.O ) THENDO t o J - 1,N1THPR0P2CJ.I ,JHAT) • RDAU)

60 CONTINUEEUDIF

ENDIFBO CONTINUE

CALL RD5SF (3 .1FNH. I F H T 3 d . l > , 1 . KSTAT, C D A d ) . IDA* RDA1 . JPOSR)

IF ( CDA(l)-EQ.KREF ) THENCALL ROS«F d . l F H H , l F H T 3 d , l > , 2 . KSTAT, C D A d ) , I D A d ) , «DA

1 , JPOSR)IF THENJREFF « KREFF+1NREFF > *«EFF,1D«U)NAHHAK11/ IMAT) • JREFF

CALL RDSflF (l^IFNH, IFHT3<1,3> ,IDA<1)/ K5TAT/ 1REFF(1#JREFF)1 * 10Ar ROA' JPOSR)

ENDIFCALL ROSflF (3'IFNH* IFMT3<lrl) ,\, KSTAT* C0A<l)r IDA/ RDA1 / JPOSR)

ENDIF

IF ( CDA(1>.EQ.KCOH } THENNCOHH > NCOMFU1CALL RDStF ( l . I F N H , l f « H l l , l ) , 1 , KSTAT. CDA(1>/ IDA, RDA

1 , JPOSR)/ CALL ADSBF C l , I F N H r 1FKT«(1 ,Z ) , 5 , KSTATt 1COMH<1,NCOHH), IDA

CALL RDSSF ( 1 , I F » B , ] F X T » ( 1 , 2 ) , ] , KSTAT. ICOMHd.NCOmi) , IDA1 - ADA. JPOSR)

IF ( JHAT.GT.O )•MATD1RC10/JHAT) - NCOHH

ENDIF

IF I NPR0PC3).6T.0 ) THENNSSR • NPK0P<3>ICO F TO • CBLNKKUDFO - KBLNKJUDFIB- 0JTE«P - 1JDFT • 1JEPSS « 1]F ( JHAT.GT.O ) THENIDFTYP(1,1,JHAT> - 01DFTYP(2,J'JHAT) - 0IDFTYP<1,Z/JNAT) • 0IDFTYP<2,2*JHAT) « 0

ENDIF

DO 300 1 . l.NSSR100 CONTINUE

1FHT2(2,1) • 0


CALL RDSttF ( l . I F M H / I F M T 2 U * ! ) , \ , KS1AT. C D A t D ' IDA/ RDA1 / JPOSR)

IF ( COAtD.NE.KSSR•.AND.CDA(l ) -NE.KSSR2) GOTO 100

IFMT2C2.O - 0IFHT2(2,5> • 0IFHT2(2 ,6> • 0IFNT2(2 .7> • 0CALL RDSOF ( l , I F N t l , 1FHT2C1/2) , 4 . KSTAT. C D A I 2 ) . 1DAC1), HDAI1)

1 . JPOSR)

IF ( JHAT.GT.O ) THENIF ( H«TB1»(3.JH«T).E«.4 ) THENIF < CDAC3KNE.KUDFO ) THE*JW0FI6- JUDFIBtlKUDFO • C D A OWDFlBRd. JWDFIB^IWD) - 1S8ST (CDA<3))1WDF1BC1.JUDFIB.IWD) « JTERP

ENDIF

JTEHP • JtlDFIBENDIF

IF ( CDA<2).NE.K0FTO ) THENDO 120 J- 1''IF < CDA(2).EB.KDFTYP(J) } THENJDFT • JGOTO 140

ENDIF120 CONTINUE

140 HATDIRI9.JHAT) • JOFTIF ( KDFTO.NE.KBLNK )

*HATDIR(9.JMAT) • 3KDFTO - CDA(Z)IF < JDFT .E«.4 )

•JOFT - 1IDFTYPd.JOFT.JHAT). JTEHP

ENDIFI I>FTYP(2,J0FT,JHAT>- JTEHP-IDFTYPC1,JDfT,JHAT>»1DTEHPUTEHP.JHAT) - RDA(l)1TEHP<JTEHP.JHAT) . IOA(1)

EKDIF

IF ( CDA(l).Efl.KSSR ) THENIF < JNAT.OT.O )

• lEPSRd.MEPSR. JTEHP.JHAT)* 1ELSE

CALL RDSQF d.IFNH. IFHT2C1.S) .1. KSTAT. CDA. NEPSX. RDA1 . JPOSR)IF ( NEPSX.GT.O ) THERCALL RDSQF d.IFNH. !FHT2d.9) .NEPSX. KSTAT. CDA, IDA. RDAd)

1 , JPOSR)IF C JHfcT.GT.O ) THENlEPSRd.HEPSS,JTEHP,JHAT). 2IEPSRC2.HEPSR,JTEHP.JHAT)' JEPSSDO 180 J-l.NEPSXEP5S<JEPSS.JMAT) » RDA{J)JEPSS - JEPSS41

1B0 CONTINUE

- 5 6 -

Appendix F IContinued]

EHDIFEND IF

EN01F

IF ( NEPSR.GT,0 } THENC

DO 240 J* 1#NEPSRCALL RDS«F l l . I F N H . IFMT2C1,6> . 2 , KSTAT. C0». IDA(1> , «DA<1)

1 . JP05»)EPSR - RDA<1>NEPS • 1DAU1NEPSS - 1DA(11+IDA(1>IF ( CDA(l).EQ.KSSR2 )

•NEPS5 - IDAC1)IF < NEPSS.GT.O > THEN

CALL RDSflF ( l . I F N H , IFMT2<1.8> .NEPSS. KSTAT. CDA. IDA* RDA(l)I . JPCSR)

IF ( JMAT.GT.O ) THENDEPSRU.JTEHP.JMATi - EPSR1EPSR(1.J,JTE«.P.JMAT> - JEPSSIEPSRC2.J.JTENP.JMAT) - NEPSDO 220 K- l'NEPSSEPSSUEPSS, JMAT) * ROA(K)JEPSS - JEPSS+1

220 CONTINUEENDIF

ENDIF240 CONTINUE

ENOIFC

CALL RDSgF (3.1FNH. IFMT4I1.1) .1. KSTAT, COA(l). IDA. RDA1 , JPO5R)IF < CDA<1).EQ.KCOH ) THENNCOMH • NCOMM-flCALL ROSSF (l.IFNK, IFKT4<1,1> ,\, KSTAT, CDAU>, IDA. RDA

1 , JPOSR)C CALL BDSOF U/1FNN, IFKT4(l/2> -5, KSTAT/ ICOnhd-MCOBh), IDA

1 . DDA, JPOSB)IF ( JHAT.6T.0 )

•ITEHPIJTEHP.JHAT) • 10OO>«C0K«»ITE(IP(JTEKP.JKAT)E«OIf

JTEMP • JTEMP+1300 CONTINUE

IF ( JEPSS.GT.HEPSS ) THENU«ITE<1.6310> JEPSS. KEPSS

6320 FORHATf '0 ••«»* ERROR >***• '1 / * INSUFFICIENT WORKING AREA FOR STRESS-STRAIN DATA'2 / * NECESSARY '/I83 / ' GIVEN ''IB >STOP 'SUIT*

EUDIFENDIF

RETURNEND


SUBROUTINE RDSQF (ICFN.IFN, IFHT .NITH/

INTEGER IFBT(2,1>INTEGER CDAU)INTEGER 1DA(1>REAL RDA(1>COMBO* /BOBUFl/ HBF. IFNBFK3). IFN6F2<1001> ICHSBF<2,3)

1 . IRCBF1O0). 1POSR<3>CHARACTER IRCfiFlalCOMMON /R0BUF2/ IRCBF2C4/30,3)CHARACTER 1RCBF2«4CHARACTER«16 IRCD1/ 1RCD2/ KRCDINTEGER J0AI3)CHARACTER>1 KASTREQUIVALENCE ( JDA(I), JCDA ) , < JDA12), JIDA ) . ( J 0 M 3 ) , JRDA )

CDATA KASTR / <•• /DATA HCKS / 30 /DATA HCHBF / 16 /DATA KRCD / • ' /

CJDACD* 0JDAC2)' 0J0AC3)- 0

C* CHECK INPUT PARAMETERS «KSTAT - -1IF c KFN.LT.-l

•.OR. KFN.GT.4 } GOTO BOOIF C IFN.LE.O

•-OR. IFN.GT.99 ) GOTO 800IBF • IFNBF21IFN1IF < IBF.LE.O

•.AND.KFN.NE.O ) GOTO 800KSTAT - 0

C» GET RECORD POSITION *IF < KFN.NE.-l ) 60T0 10JPOSR • IPOSR(IBF)GOTO <00

C. OPEN/REWIND FILE «10 IF f KFN.VE.O > GOTO 60

IF ( 1BF.NE.0 ) GOTO 40DO 20 I- l.BBFl> C IFUBFKI) .NE.O ) GOTO 20I»F • IIFNBFKIBF) • 1FNIFNBF2UFN) • 1BFGOTO 40

20 CONTINUEKSTAT • -4GOTO 900

C40 lCHSBF(l.IBF) . 0

1CHSBFC2.IBF) . 0REK1ND IFNlPOSR(IBF) . 0JPOSR . 0GOTO 900

C< CLOSE FILE •60 IF C KFW.WE.4 ) S070 70

- 57 -

Appendix F (Continued!

JPOSR - IPOSRCIBF)1FNBFK1BF) • 0IFNBF2C1FN) • 06010 900

t» SKIP/BACK RECORDS •70 IF ( KFN.N£.2 > GOTO BO

HRC - HITMIF < NBC.Et.O ) COTO 900JPOSR • JPOSR»NRC:POSR<IBF) > JPOSRIF ( NRC.GT.O ) THENDO 72 I" l'NRCREADCIFN*5140,END-7O

72 CONTINUEGOTO 900

74 KSTAT • -2ELSE

HRC • -NRCDO 76 1' l.NRCBACK SPACE IFH

76 CONTINUEENDIF

COTO 900C< READ HEAOER >

80 IF ( KFH.NE.3 ) COTO 100«CMS • 0JCHS . 0GOTO 110

C« READ FILE >

100 IF ( tFN.NE.l > GOTO 800110 IF ( NITM.LT.l ) 60T0 900

• CHS - 1CHSBM1.1BF)JCHS * 1CHSBF<2*1BF)JFNT - 0

C

DO 300 I- 1,NITHIF ( JCHS.LT.NCHS ) GOTO 200

120 CONTINUEREAD(IFN'5140*END-160) IRCBF1

5140 FORMAT( 80A1 )IPOSRCIBf) - IPOSR<IBF}«160T0 180

160 KSTAT . -2GOTO 900

C1B0 IF t 1RCBFK1) .E&.KASTR JGOTO 120

JCHS • 0aCHS • 0CALL RDCHS (IRCBFK1), 1RCBFJ Cl, 1, IBF >. NCHS-HCHS)IF ( IICHS.LT.1 > COTO 120

JFNT * JFMT+1KSTAT - KSTATtl

IF ( KFHT.GT.O ) GOTO 220IF ( KFHT.EQ.O ) 60TD 320


COTO 210

C220 KFKT - KFKT/100

KWDS - 1FHT(1/JFHT)-KFNT«100JDA(KFHT) - JC»lKf»T).lIFHT(2/JFHT)- JDA(KFflT)

CJ2 - 0DO 230 J* 1,4J1 • J2«lJ2 - J2-U1RCD1(J1:J2) • IRCBF2<J.JCHS,IBF>

230 CONTINUE

IF ( KFHT.CT.l ) GOTO 2602(0 DO 2*S J- l,«yO5

READ(lRCBF2(J/JCHS/IBF>rMA4>') CDA< JCDA)JCDA • JCDA'l

245 CONTINUEJCOA . JCDA-1IF < awDS.ca.20 >

•JCHS * JCHS+4IF C KFN.EC.3 >

•JCHS « 0GOTO 300

C260 Jl •> HCNBF

DO 265 J- 1,HCHBFIF C 1ACDKJ1: Jl) .NE. ' ' >GOTO 270Jl - Jl-1

265 CONTINUE1DACJIDAI • 0GOTO 300

270 J2 • HCHBF-J141IRCD2 . KBCOIRCD2tJ2:ncHBF) * 1RCDK1:J1)

C INTEGER •IF { KFHT.HE.2 ) 6 0T0 2S0READ!IRCD2,'CI16>'> 1DAUIDA1GOTO 300

C* REAL •280 IF < KFHT.E0.3 )

•READ<IRCD2. '<E16.0>'> DDACJRDA)300 CONTINUE

C320 KHSBF(1 , IBF> > NCH5

ICHSBF<2.IBF) - JCHSJPOSB . IPOSRCIBF)GOTO 900

Ca ERROR »SOO URITE(6,6820> PCFH, IFN

6020 FORHATt 36HD • * > * • ERROR SUB. RD!1 / 22H INPUT PARAMETERS2 / 17H KFN ...,IB3 ' 17H IFN IB )

900 CONTINUERETURNEND

- 58 -

SUBROUTINE RDCHS (1CKR, I CHS* NCHS,MCHS)

CHARACTERCHARACTERCHARACTERCHARACTERLOGICALDIMENSION

EQUIVALENCE ( KCHR<3)

ICHR<1>*1ICHS<4,l>-4CBLNK.4ICHBF(16>1STRG, IBLNKCHRC4)

KCOHA •>> (KCHRU), KBLNK )

KCHRMCHRKCHBF

60T0 200GOTO 110

DATADATADATA

MCHSJCHRJCHR1

100 CONTINUEJSTR1 - 0JSTR2 * 0IQUOT - 0ISTRG - .FALSE.IBLNK - .FALSE.00 300 I> JCHfil'ffCHRIF ( lflOQT.NE.0 )IF C ICHR(I).ME.KCOHAIF ( ISTftG .AND. JSTR2.E0.0 )

•JSTR2 - 1-1JCHR - ]ISTRG • ..TRUE.GOTO 400

110 IF C ICHR(I).NE.KBLNK ) GOTO 130IF < .NOT.ISTRG .OR. IBLNK ) GOTO 300IBLNK - .TRUE.JSTR2 - 1-1JCHR • 1GOTO 300

130 IF < ISTRG ) GOTO 170ISTRG - .TRUE.DO 150 J- 1,2IF ( ICHR(I) .ME.KCHRU) ) GOTO ISOIQUOT • JJQUOT * IJSTR1 - 1*1GOTO 300

ISO CONTINUEJSTR1 • I

170 IF ( .NOT.IBLNK ) GOTO 300JCHS - 1-1GOTO 400

200 DO 220 J* 1,2IF ( ICHRCI).NE.KCHRCJ) > GOTO 220If I IfiUOT.WE.J ) 60T0 300ICHRCI) * KBLNK

220500400

410

420

430

JftUOT « 0IttUOT • 0

Appendix F

JST«2 - 1-1GOTO 300CONTINUECONTINUEIF ( .M0T.ISTR6IF ( NCHS.GE.HCHIF < JSTRl.Nt.ONCHBf * JSTR2-JS1

•KtHSX - HCHS-NCH

)

Rl

T.MCHS >

J2 - J8TR1-1IF < NCHBF.GE.16 >

•NCHSX - 5DO 430 1- l'NCHSXNCHS • NCHS+3Jl - J2+1J2 - J2+MCHBFIF < J2.GT.JSTR2 >

•J2 - JSTR2IF ( J1.LE.J2 )K - 1DO 410 J* J1-J2ICHBF(K>- KHR(J)K • (C*lCONTINUEIF ( K.LE.HCH8F >DO 420 J" K'MCHBF

CONTINUE

DO 430 J-1/-MCHBFICH6F<J)- KBLNKCONTINUE

(Continued

GDTO 900GOTO 900THEN

THEN

ELSE

K3 • 0

K3 * K3+1KRITE(I CHS<K3,NCMS)**Kl - K2>1K2 - K2»4

440 CONTINUE45D CONTINUE

NCHS - MCHS+1DO 470 I« 1,4ICHSUsNCHS) • CBLNK

470 CONTINUE

IF { JCKfi.GE.MCHR )JCHR1 - JCHR+160T0 100

900 RETURNEND

ENDIFGOTO 900

- 5 9 -

FUNCTION IS8ST (CHAR)

CHARACTER CHAR**CHARACTER CHARX»*

RETURNEDO

SUBROUTINE MLBEX (HLB>C

INTEGER WLB(l)COMMON /NLBRF1/ KRFM1* KRFM2* KEXC' MRFM* HRFM/ 1RFMC10), KARGC

1 , NRFCCB)' I R F C d C B ) , RRFC (2-10,81/ KST5UCOMMON /HL8ALC/ LNLB, IMA1,IMA2,1MA3. IMA4/ INA5, IMA6.1MA7, IHA8

1 , 1IIA»,1MA1O,1MAU/IHA12/IHA13,IMA1*,1MA13.1MA162 . 1HA17/IHA1BCOMMON /MLBFNO/ IFNC. 1FNM, IFNP, IFNRCOMMON /RPBUF3/ CDA<10>< IDA(IO), R0A(5O>CHARACTERS CDA

CC

CALL EKCOH CK

IF ( KEXC.LE.O ) GOTO 200K < KEKt.EO.l 1 THEN

1 /HLB(IMAiri)ELSE

CC

CALL EXDAT (MLB(1«A5>- MLB >CC

CALL EXUNICC

CALL EXOUT <KLST,KPLT<KFIT#MLBUHA17>)END IF

CC

GOTO 100

200 CALL PLOT IO./O.,999>

RETURNEND

F (Continued)

SUBROUTINE EXCOM CNANMAT^ KLST, KPLT, KF1TT)C

INTEGER NAHKAT(12,1)COHMON /NL8NUK/ NHLB/ HNAT, MCS, MSSs UPS, NWD^ HPR0PC5), NDFT1 , NWDF/ HTHPx NEPSR/ NEPSs NKEFF^ NCOMMCOMMON /HLBRF1/ KIIFM1' KRFM2/ KEXCr HRFH' NftFM/ IRFN<10), KARG<4)

1 . NRFC(8>/ 1 R F C ( 1 O , 0 ) S NRFC(2*lO^B)' KSYSUCDMMON /MLBPL1/ IAXESC2), KNESH, KCVHAN^ JCVHAMC20), ICVNAMC5,20)CHARACTER.* ICVNAMCOMMON /HLBFT1/ KFJT/ IEflFlT, NC0Ef(16), C0EFC6)' C0EF0C6/16)

1 • NXY« HXY0C5), KYD(2,50,5), HXYr MKYDCOMMON /C0HPL1/ A T I T L £ ( 1 « ) / XXNANEC10)/ YYNAMECIO)

1 * XOATAC 50-20)r YOATAt SO.20)INTEGER ATITtE/ KXNAME, YVNAMECOMMON /C0MPL2/ PXHIN' PXMAX^ PYKIN' PYHAKr XL1' TL1« NPLOT1 , MDATA- NDATAKt20), N6RAPHCOKHON /RDBUF3/ CDAU0>, I0AU0>, RDAtSD)CHARACTER** CDACHARACTERS? CTITLE, CBLNKDATA CBLNK / •1 ' /DATA KEXC1, KEXC2 / 2*0 /DATA KECMO / 1 /

CKLST > 0KPLT > 0KFITT - 0IF < KEXC.GT.l ) GOTO 100IF i KEXC.EQ.l > GOTO ISO

70 CONTINUEWRITE(£,6080>

4080 FORMAT( ' ENTRY? (0:1:2:3)'1 / ' Oi EXIT •2 / ' l; QUERY3 / ' 2; GRAPHICS '4 / • S; INPUT E C H OREAD<5,») KEXCIf ( KECHO.NE.O ) WRITE(6^6125) KEXCIF { KEXC.LE.O } GOTO 900IF ( KEXC.EQ.l ) 60T0 150IF ( KEXC.EQ.2 ) 60T0 230IF ( KEXC.ES.3 } THEN*R1TE(6,6O9O>

6090 FORMATE ' INPUT ECHO? (0:1)'1 / ' 0; OFF '2 / ' l; ON * JREAOCS^aJ KEXC1IF < KECHO.NE.O ) VRIT£<6*6125) KEXC1KECHD - KEXC1

ENDIFGOTO 70

C100 CONTINUE

URIT£(6,61?0>6120 FQRMATt • EXIT/BESET? tO"-l:?: 3: *: 5:«) »

1 / ' 0; EXIT '2 / ' l; SUERY '3 / ' 2; TITLE,... '<• / ' 3; MATERIALS,... '5 / ' 4; PARAMETERS,... '

- 6 0 -

S; SYSTEM OF UNITS'6; OUTPUT '

IF ( KECHO.NE.O ) yRITE(6,6125) KEKC6123 FORHATC • »',I3 )

IF < KEXC.LE.O ) fiOTO 900IF ( KEXC.GT.6 > GOTO 100IF ( KEXC.GT.l ) 60T0 240

150 CALL EXCOMQ ( KEXC1,KECHO>IF { KEXC1.LE.0 ) 60TO 70GOTO 900

?00 KEXCKEXC1KEXCZ

KEXC+KEXC1+KEXC2

GOTO 900

GOTO 280

CAT1UECX),J-l/18)

220 KEXC > KEXC-M240 IF ( KEXC.ME.2 i250 CTITLE- CBLNK

WRITE<6,6260)6260 F0RMAT( 15H TITLE? <•„..•) >

READC5,«,EN0*9O0) CTITL£IF ( KECHO.NE.O ) WRITE(6,6265) CTITLE

6265 FORMAT( ' >> ',A50 )READ<CTITLE,'(18A4)'>GOTO 220

C280 IF < KEXC.NE.3 ) GOTO 400300 WR1TE(6'632O)

6320 F0BMA7{ • MATERIALS? (PROP,«MAT,»AT»O >'1 / ' PROPERTY '2 / ' 0; RETURN '3 / ' l; COEFFICIENT OF THERMAL EXPANSION4 / • 2; MODULUS OF LONGITUDINAL ELASTICIT5 / ' 3; MODULUS OF TRANSVERSE ELASTICITY6 / ' 4/ POISSOWS RATIO7 / ' S; STRESS-STRAIN8 / • 6; STRESS-STRAIN RATE '9 / ' NHAT ; NUMBER OF MATERIALS

MATNO; MATERIAL NUMBER ' >KEXC1, HHATS, ( IDA< I) , I-IJ-HHATS)READ(5,

IF ( KE6325 FORMAT< • >>',2I3

IF ( KEXC1.NE.-9 )KECHO > IDAC1)GOTO 300

330 IF ( XEXC1.LE.0 )IF ( KEXC1.GT.6 )IF ( NNATS.GT.NMATKARG<1> - 7KARG(2) • KEXC1KARG(3> > KEXC1IF C KEXC1.EQ.S )KAR6C1) - 9KARGC2) - 10

IF ( KEXC1.EQ.6 )KARG(l) - 8KARG(Z) - 10

: ( 10K,10I5 }QOTO 330

GOTO 200GOTO 300GOTO 300

F (Continued)

GOTO 4S0KARG(3>.NE.6 > GO TO 100

ENDIFNRFM - 0DO 360 I- 1'NMATSDO 340 J- 1,NHATIF ( 1DACI)-NE,NAWMAT(9,J) ) GOTO 340IF ( NRFH.6E.MRFH ) GOTO 380NRFM - NRFH+1IRFH(NRFM) - ItfACl)GOTO 360

340 CONTINUE360 CONTINUE380 KEXC * KEXC+1

IF ( KARG(3).NE.5 .AND. KARG<3>-NE.6 ) GO TO 220GOTO 420

400 IF ( KEXC.NE.4 )IF < KARG(3).NE.5 .AND.

C* PROPERTY *420 CALL EXCDM1 ( KEXC1, KEXC2/KECH0)

IF ( KEXCl.LE.O .OR. KEXC2.LE.0 ) 60 TO 200450 IF f KEXC.NE.5 ) GOTO 500460 WRITE(6,6470)

6470 FORMAT< ' SYSTEM OF UNITS? (1:2) '1 f ' II SI

i / * 2; HKS * )REA0(5,«) KEXC1IF ( KECHO.NE.O J WR1TE(6'612S) KEXC1IF ( KENCl.LT.O ) GOTO 200IF ( KEXC1.NE.1 .AND. KEXC1.NE.2 ) GO TO 460KSVSU - KEXC1KEXC * KEXC+1

500 IF ( KEXC.LT.6 ) GOTO 100520 WRITE(6,6540)

6540 FORMAT( * OUTPUT? (0=001:010:100) •1 / ' 0; RETURN '2 / ' OOi; LISTING3 / * OlO; PLOTTING '4 / ' 100," FITTING ' )READ(5#«) KEXC1IF < KECHO.NE.O ) WRITE(6,6125) KEXC1IF < KEXCl.Ea.O .OR. KEXC1.1T.-5 ) 60 TO 100IF ( KEXC1.NE. 1 .AND. KEXC1.NE.1 .AND. KEXC1.NE.11

1.AND.KEXC1.NE.100 .AND. KEXC1.NE.101 .AND. KEXC1.NE.1102.AND.KEXC1.NE.111 > GOTO 520KLST - 0IF ( KEXC1-KEXC1/1O*1O.NE.O ) KLST - 1KEXC1 > KEXC1-KLSTKPLT - KEXCl-KEXCl/100-100KFITT «(KEXCl-KPLT>/100

IF ( KPLT.NE.O ) CALL EXC0H2 ( KEXC1, KECHO >IF ( KFITT.NE.O ) THEN

KFITT - KFITENOIF

900 CONTINUERETURNEND

- 61 -

Appendix F IContinued)

SUBROUTINE EKC0M.9. ( KEXC1.KECH0)COMMON /MLB&R1/ KBR(IO), lARO(lO) , CQRD(4CKARACTEII'4 CORD

CHARACTER*! M I H I ( W ) . »LNK2DATA BLNK1 / ' ' /DATA BLHKI / ' ' /

120 CONTINUEHRITE(6,6140)

6110 FORHAT( ' 6UERV? <0:1:2:]:;:5:6:7:B:9) •

1 / • 01 RETURN! I ' D MATERIAL NAME LIST3 / ' 21 CARBON STEEL NAME LIST '4 / ' j; STAINLESS STEEL NAHE LIST1

5 / • *; LEAD NAHE LIST •6 I ' 5; HOOD NAKE LIST7 / • 6; REFERENCE LIST •I I ' T. HATERIAL DATA9 / • 8; HATERIAL NO. BY NAME 'a / • 9; HATERIAL MO. BY REFERENCEREAD(5,«> KEXC1IF ( KECHO.NE.O } WRITE(6,6145) KEXC1

6145 FORMAT( ' > > ' , 1 3 }IF ( KEXC1.LE.0 > GOTO 900IF < KEKC1.GT.9 ) GOTO 120KORO) • KEIC1IF < KEXC1.E8.7 ) THEN»IIITE(«.£22O)

6220 FORHATC ' MATERIAL DATA? (HAT-NO.) ' }REAOIS.O KEIC2IF ( KECHO.NE.O ) WRITE(6,6225) KEXC2

6225 FORHAT( ' »'/I5 )KQRCZ) - J1QRDIflftD(JIQRD)- KEXC2J16R& - J1BRD+1IF ( JI9RD.GT.10 ) JIQRD - 1

ELSEIF ( KEICl.GE.t > THENIF ( KEXC1.EQ.& ) WR1TE(6*624O)

6240 FORHAT( 2BH HATERIAL NO.? CHAT-NAHE') >IF ( KEXC1.E0.9 ) UR1TE(6»6242>

6242 FORHAT( 29H HATERIAL NO.? ('REFERENCE') )HHIVfll - BLNK1«E«D<5,.) MNAH1IF ( KECHO.NE.O ) WRITE (6^ 6245) HNAH1

6245 FORHAT( ' >> *»A17 )READ(MNAH1'*(17A1)') <HNAH2(1),I«l/17)

READ (HNAH1,'(4A4>'> <C«B[)< I ,JCORD), 1-1 ,KQR(2) • JCQRDJCORD - JC&RD+1IF ( JCSRD.CT.30 ) JCflRD - 1

EN01FENDIF

900 RETURNEND


SUBROUTINE EXC0N1 ( KEKC1/ KEXC2*KECHQ)

COMMON /HLBRF1/ KRFH1. KRFH2, KEXC' HRFH. NBFH, IRFM(IO), KARC(4>1 , NRFC(B)# IRFCdO/B), RRFC (2,10,6) * KSVSUCOHHON /R0BUF3/ CDA(IO). IDA(IO), RDA(50>CHADACTER*4 CDA

DO 100 I> 1,8NRFC(I) > 0

100 CONTINUEC

120 KEXC2 • 0•RITE(6,6140>

6140 FO»HAT( ' PARAMETERS? (0:1:2:3:4:5)'1 / ' 0; RETURN2 / • l; DEFORMATION TYPE •5 / ' 2; FIBRE DIRECTION OF WOOD '4 / ' 3; TEMPERATURE '5 / • 4; STRAIN RATE '6 / ' 5; STRAIN ' )READ(S,*> KEXC1IF < KECHO.NE.O > URITE(6.6145> KEXC1

6145 FORMAT( ' »',13 )IF ( KEXC1.LE.0 > GOTO 9D0IF ( KEXC1.GT.5 } SOTD 120IF ( KEKd.NE.l > GOTO 30D

C200 KRITE(6.6220>

6220 FORMAT( ' DEFORMATION TYPE? (0:1:2:3) '1 / ' 0; RETURN •2 / • l; COMPRESSION3 I • 11 TEHSION •4 / ' 3; COMPRESSION t TENSION ' )READ(S,<> KEXC?IF ( KECHO.NE.O ) URITE(6,6145) KEXCJIF < KEXC2.LT.0 > GOTO 900IF ( KEXC2.EQ.0 ) GOTO 120IF ( KEKC2.GT.3 ) GOTO 200

1RFC(1,«EXC1) • K.EXC2IF ( KEXC2.LE.2 ) GOTO 1201RFC(1,KEXC1) - 1IRFC(2,l;EXCl) • 2GOTO 120

C

300 IF ( KEXC1.NE.2 > GOTO 400320 WRITE(6,6340)

6340 FORMAT( ' FIBRE DIRECTION OF MOOD? (0:1:2:3:4:5:6)1 / • 0; RETURN '2 / ' l; 0 DEG '3 / • 2; 30 DEG '4 / ' 3; 45 DEG •5 / ' 4; 60 DEG '6 / ' 5; 90 DEG '7 / • t; NORMAL • )READ(5,>) KEXC2

- 62 -

IF ( KECHO.NE.O ) WRITE(6,6145) KEXC2IF ( KEKC2.LT.0 ) GOTO 900IF < KEXC2.ES.0 ) GOTO 120IF ( KEXC2.GT.6 > GOTO 320NltFC(KEXCl) - NRFC(KEXC1>»1J • NRFC(KEXCl)IRFCO.KEXCl) > ISBST(KF1BR(KEXC2)>GOTO 120

C400 IF ( KEXC1.NE.3 ) 60T0 500420 VRITE(6/6440>

6440 FO«KAT( ' TEMPERATURE? OtlN/KAX) • >READ(5#«) RHIN, RMAX

64*5 FOR(IAT( • »',2F10.S )IF ( RNIN.GT.-9999. } GOTO 460KEXC2 • -960T0 900

460 IF ( RHI«.GT.RHAX ) GOTO 420NRFC(KEXCl) • NRFC(KEXC1><1J « NRFC(KEXCl)RRFC(1,J/KEXC1>> RFI1NRRFC(2,J*KEXC1>« UMAXGOTO 120

500 IF < KEXC1.NE.4 ) GOTO «00IF ( KARfi(1).Efl.8 ) GOTO 120

320 URITEU/6540)6540 FORHAT( ' STRAIN RATE? CHIH.HAX) ' )

eE*C(!-.) M M , ««.A«IF ( KECHO.NE.O > VRITE(6,6445) RM1N, RHAXIF ( RUIN.6T.-9999. ) GOTO 560KEXC2 • -9GOTO 900

560 IF ( RHIH.6T.RKAX ) GOTO 520

J - NRFC(KEXCl)RRFCU,J.KEXCD* RMIN

60T0 120600 IF ( KEXC1.NE.5 ) GOTO 120

IF ( KARGCD.Et.9 > GOTO 120620 NRITE(6,6640)

6640 FORMATC ' STRAIN? (NST«N*ST»Kv. . . ) '1 / • «$TB«; NUMBER OF STRAINS •2 / ' STRN ; STRAIN ' }

• EA0<5,>> KEXC2/ (KDAa>.I«l . lCEXC2>IF < KECHO.NE.O ) W(tlTE(6^6645) KEXC2* ( R O A ( l ) /

6645 FORHAT( ' » ' , I 3 / S F 1 0 . 4 : ( 7X«SF10.4 ) )IF ( KEXC2.LT.0 > GOTO 900IF ( KEXC2.EQ.0 ) GOTO 120J > NRFCCKEXC1)• RFCIKEXC1) • NRFC(K.EXCl>-f>:EXC2DO 660 1 - 1.KEXC2J • J» lRRFCU.J.KEXC11 - Rt>ARRFC(2»J^KEXCl) • ROA(l)

660 CONTINUEGOTO 120

900 RETURNENC


SUBROUTINE EXC0H2 ( KEIC1.KECH0)

COHFION /C0DPL2/ PXMIN, PXBAX, PVHIN, PTHAX. Ill, VL1. NPLOT1 . NDATA, NBATAX20), NGBAPHCOMnOtl /KLGPL1/ I«XES<!), KMESH, KCVNAN/ JCVHANC20). IC»NA»<5,20)CHARACTER>4 1CVNAHcotmDK /n.a*ni K D F H I . iRtm, ilti, K « F « , turn, iorxcio>, KA»O(4J1 . NRFC(8>^ IRFC(10#8)' RRFC(2#10#B)/ KSYSU

CHARACTER'! CVNAN2(22)/ BLMK2

DATA BLNK2

120 URITE16.6140)6140 FORMAT( ' PLOT OPTIONS? (0:1:2:3:4:5)

/ ' 0; RETURN/ ' 1; DATA RANGES/ ' 2; TYPE OF AXESI • 5; STRING/ * 4; MESH/ ' 5,- COXHENT OF CURVES

READ<5'») KEKC1IF( KECHO.NE.O > WRITE<6,6U5) CEXC1

6145 FOUMAK ' »',I3 )IF ( KEXC1.LE.0 } GOTO 900IF < KEXC1.GT.5 ) GOTO 120

CIF ( KEXC1.NE.1 ) GOTO 250

200 WRITE(6*6220)6220 FORKATC ' OATA RANGES? <XHIN,XHAX,VNIN,VHAK)'

1 / ' XHIN; FlINIHUN VALUE ON X-AXIS '2 / ' XHAX; HAXIHUM VALUE ON X-AXIS '3 / ' YH1N; NINIHUN VALUE ON Y-AXIS '4 / ' YHAX: KAXINUK VALUE ON Y-AXIS • >

IF ( KECHO.NE.O ) NR1TE(6#6225) PXH1N, PXHAX* PYN1N'6225 FORHATt ' »',4F10.2 3

IF ( PXHIN.GT.PXBAX .OR. PYHIN.GT.PYHAX 1 CO TO 200GOTO 120

CCC

250 IF ( KEXC1.NE.2 ) GOTO 300260 UR1TE16.62B0)

62«0 FOR««T< • TYPE OF AXEST (1:2:3:4) •1 I ' \: BOTH X AND Y ARE LINEAR SCALE •2 / ' 2; X IS LOG SCALE. Y IS LINEAR SCALE •3 / ' 3; X IS LINEAR SCALE. Y IS LOG SCALE '4 / • 4; BOTH X AND V ARE LOG SCALE 'READ(5'O KEKC2IF ( KECHO.NE.O ) WRITE (6.6145) KEXC2IF { KEXC2.LT.1 .OR. KEXC2.GT.4 ) GO TO 260KEXC2 » KEXC2-1IAXES(2)* KEXC2/2IAXESC1)> KEXC2-2*IAXES(2)

- 6 3 -

Appendix F (Continued)GOTO 120

CCc

300 IF ( KEXtl-NE.3 ) GOTO 350320 WRITE<6,63*0)

£340 FORHAT( ' STRING? (0:1) '1 / • 0; NO •2 / • l; YES ' )READ(S,*) KEXC2IF ( KECHO.NE.O ) WRITE<6,61*5) KEXC2IF < KEXC2.LT.0 .OR. KEXC2.GT.1) GO TO 320KARGU) • KEXC2GOTO 120

CCC

3S0 IF ( KEXC1.NE.* ) COTO 400360 URITE(6,63I0>

63B0 F0RHAU ' MESH? (0:1:2) •1 / ' 0; NONE '2 / ' l; DASH LINE*3 I ' l> LINE • >READCS,») KEXC2IF < KECHO.NE.O > URITE(6,61*5) K£XC2IF < KEXC2.LT.0 .OR. KEXC2.GT.2 ) GO TO 360KHESH • KEXC2GOTO 120

CCC

400 IF ( KEXC1.NE.5 > GOTO 120IF ( KCVNAM.NE.O ) THENKCVNAH « 000 (10 1-1,20JCVNAM(I) " 0

410 CONTINUEEND1F

*20 HRITE(6.6**0)6**0 FORMAT! ' CONNENT OF CURVES? (CURVE-NO, " . .COMMENT. . •

1 / ' CURVE-NO* 0; RETURN '2 / ' > 0; DEFINITION '3 ) • «ll; DEFINITION • >

R E A D C a ) KEXC2/ CVNAM1IF ( KECHO.NE.O ) WRITE(6,6*50) KEXC2, CVNAH1

6*S0 FORHATC ' >>',I3,2H, ,A22 )IF ( KEXC2.EQ.0 ) GOTO 120IF { KEXC2.LT.0 .DR. KEXC2.GT.20 > GO TO *20JCVN - KEXC2JCVHAtKJCVN)- JCVN

*70 Uf)ITE(CVNAHl#* (20A1) ' ) (CVNAH2CI)' 1 -1 /20)READ (CVNAN1, ' (5A*) • ) ( lCVNAHd, JCVN) '1 -1 ,5 )

GOTO *20900 CONTINUE

RETURNEND

Appendix F {Continued]

SUBROUTINE EXCON3 ( KEXCl.KECHO)

CCOMMON /MLBFT1/ KFIT, lEflFIT, NC0EF(16>/ C0£F(6), C0EF0(«,16)

1 . NXY. NXVDCS). XVD(2/S0/3>/ FlXf/ HXTDCOMMON /HUBFT2/ NE«CF(16)# lEeCF(6,16)CHARACTER** IEOCFCOMMON /HLBRF1/ KRFM1. KRFH2; KEXC- MRFM, NRFH/ IRFH(IO), KARG(*>

1 / NRFC(8), IBFC(10,8), RRFCC2,10,S>, KSYSUC

120 UBITE(t,4140)61*0 FORMAT( ' FITTING? (0:1:2:3) •

1 / • 0; RETURN •2 / ' l; INPUT X-Y DATA '3 / ' 2; LINEAR REGRESSION •* I ' Z! BUILD IN EtUATIONS ' >

CCC

READ<5,»J KEKC1IF ( KECHO.NE.O ) »«ITE(6,6143) KEXC1

61*5 FORMAT( • » -,I3 >IF ( KEXC1.LE.0 ) GOTO 900IF ( KEXC1.GT.3 ) GOTO 120

IF ( KARGUKEC.O > KARG(i) • -1KFIT « KEXC1IF ( KF.XC1.NE.1 ) GOTO 250NXY - 0

200 NXY - NXY+1URITEC6,6220>

6220 FORMAT( ' X-Y DATA? (N,X1,Y1, ,XN,YN) '1 / ' N; NUMBER OF X,Y DATA (<51) '2 / ' X; X DATA '3 / ' Y; Y DATA • )

CCC

READ(5,«) KEXC2* ((XYDCI*J,NXY),I>1#2)#J«1^KEXC2)IF ( KECHO.NE.O )

•URITE(6,6225>KEXC2, KKYOCI,J ,NXY) ,1-1 ,2) ,J-1 ,KEXC2>6225 FORMAT( • » • , I * , 1 P 6 E 1 1 . 3 : / ( BX.6E11.3 ) )

IF ( KEXC2.GT.0 ) GOTO 2*0NXY - NXV-1GOTO 900

2*0 IF ( KEXC2.GT.MXYD ) KEXC2HXYD(NXY)- KEXC2GOTO 200

250 IF ( KEXC1.NE.2 ) GOTO 300UR1TEC6.6260)

6260 FORMAT( ' LINEAR DEGRESSION? (A ,B)1 / ' Y - A*X + B

- 6 4 -

AEAD(5,«> A. BIF ( KECHD.HE.O ) WRITE(6,627O) A,

6270 FORMAT( ' » ',2F10.2 )CDEF(1)> AC0EF(2)> B6DT0 900

C300 IF ( KEXC1.NE.3 ) GOTO 120

IE«F1T • 0310 VRITEI6,4320!6320 FOBMATI • EQUATION NUMBER? (0:1 15) '

1 / • 0; RETURN '2 / ' l; EQUATION NUMBER 1 '3 / • ... •

4 / ' 15; EQUATION NUMBER 15 ' )CCC

READ(5,») KEKC2IF < KECHO.NE.O ) «»]IE(»,«1O) KEXC2IF ( KEXC2.LE.0 > GOTO 900IF ( KEXC2.GT.15 ) 60T0 300

C

cc

IEQFIT . KEXC8NEQC • NEQCFUEQFIT)NCOE - NCOEF(IEQFIT)WRITE(6,6340> 1E0F1T, <IE4CF<1,IE»FIT),LI,«EOC>

63(0 FORMAT< ' COEFFICIENT OF THE EQUATION'.13.' 7 ( 'CC

READC5,.) NCOE. C0EF(2). (COEF (H2>. Ll.NCOE)C0EFC1) • NCOEIF ( KECHO.«E.0 )

•yRITE(6.6345>NC0E. C0EF(2>. <COEFU»2>,1-1,«COE>6345 FORHATC • »',]2.8F9,3 )

NCOEF(IO) • NC0Et2CCC

ELSEKEADC5,.) (COEF,I.1,NCOE>IF { KECHO.NE.O )

•WRITE<6.i347>(C0EF(I).I-l.«C0E)6347 FORHATt ' »',BF«.3 )

ENDIF

900 RETURNEND


SUBROUTINE EXQRY (NAMHAT/NAHCS.NAHSSfNAHPB.NAHUD/IREFF)

DIKEaSION «AIMATU2'1)OIKENSION NA«CS(5.1>. NANSS(S.l). NAHPB(5.1>. NAHUII<5.1>DIMENSION 1REFF(2.1>INTEGER IC«RD<4>COmON /HLBFNO/ IFIrC. IFWI. IFNP, IF««COMMON /HLBQR1/ KQR(IO). IQRDtlO). CQRDC4.10). JIQKD. JCQRDCHARACTER"* CaROCOMMON /HLBNUM/ NMLB. NHAT. NCS. NSS. NPB/ NWD. NPROP(S). MD1 . NWDF. NTHP, NEPSft. NEPS. NREFF. HCOMtlCO»HO« /K0BUF3/ CDt(lO), IOACIO). CDA(50)CHARACTER CDA«4CHARACTER CDAX(20>«4EQUIVALENCE ( CDA(l). CDAX(l) }

KfiRl " KQR(1>IF ( KQR1.LT.1

'.OR. KQR1.GT.9 > GOTO 900GOTO ( 110.120.130,140,150,160.170.1B0,190 ),

CC* MATERIAL «««E

6112 FORMATC 27H0* MATERIAL NAME * NO. • /1 ( 3X,4A4,14 ) )&0T0 900

CCa CARBON STEEL NAME

120 IF C NCS.fiT.O ) THENWRITE(6,6122) <(NAMCS<J.l),J«l,4),1-1,«CS)

6122 FORMAT< 23H0« CARBON STEEL NAME • /1 ( 3X^4A4 ) )

ELSEWRITE<6.6124)

6124 FORMATC 23HO* NONE CARBON STEEL > }ENDIF

SDTD 900CC« STAINLESS STEEL NAME

130 IF C NSS.GT.O ) THENWRITE(6.61321 UNAHSS(J.I),J"l,4),l^l/USS)

6132 FORMAT( 25HO> STAINLESS STEEL NAME • /1 ( 3X.4A4 ) )

ELSEWRITE<6,6134)

6134 FORMATS ?5M0- NONE STAINLESS STEEL • >EMKIF

GOTO 900CC* LEAD NAME

140 IF < NPB.GT.O ) THENWRITE(6,614 2) ((NAMPB(J,13,J>1,4),I-1,NPB)

6142 FORHAT( 14H0> LEAD NAME » /1 t 3X.4A4 ) )

ELSEWRITE(6,6144)

6144 FORMAT( 14H0> NONE LEAD • )ENDIF

GOTO 900C

65-

Appendix F [Continued)

C* WOOD NAMEISO IF ( NWP.GT.O ) THEN

WRITE<6/6152) ((NANWD<J,I),J«1,4),I-i/NWD)6152 FORMAT( 14H0" HOOD NAME • /

1 { 3X,4A4 ) )ELSE

WRITE(6*6154)6154 FORMAT( 14H0* NONE WOOD * )

ENOIFGOTO 900

CC« REFERENCE LIST

160 IF ( NftEFF.GT.O } THENDO 167 1-1*MREFFIF ( I.EQ.l ) THENWRITE<6,6162) <JREFF(J,l),j«i*2)

6162 FORMAT( 16H0» REFERENCES • /1 3X,2A4 )

ELSEII • 1-1DO 164 J-1,I1IF < IftEFF(l,J).NE.]B£FF(l,I) ) GOTO 164IF < 1REFF<?,J).£d.IHEFF<2,l) ) 60T0 166

164 CONTINUEWRITE(6-6165) <IREFFCJ,I),J«l,2>

6165 FORMAT( 3X*2A4 )166 CONTINUE

ENDIF167 CONTINUE

ELSEWIIITE<6,6160)

6168 FORMATt 20HO« NONE REFERENCE • )ENDIF

GOTO 900CC» MATERIAL DATA

170 J1QRD - KfiR(2)HATNO • IQRDOIBRD)DO 172 I-1,NMATIF ( NAMMAT(9,1).N£.MATNO ) GOTO 172IMAT - IGOTO 174

172 CONTINUEWRITEC6,6173) MATNO

6173 FORMATC 26H0i NONE MATERIAL DATA, N0.,I5,2H a )GOTO 900

C17* JPOS • NAMMA7(1,I)

NREC * NAMMAT(2,I)CALL RD50F t-l,UNH, 1FNT ,Q, KSTAT, CDA* IDA* RDA/ JPOSR)NRCS * JPOS-JPOSRIF ( HftCS.GE.O } THENCALL RDSOF <2fIFNMs IFMT *NRCS* KSTATr CDAr IDA/ RDA^ J P0SR)

ELSECALL RDSQF (CIFNM, IFMT ,0, KSTAT, CDA> IDA/ RDA, JPOSft)CALL RDSQF (2,IFNM, IFMT -JPOS* KSTAT, CDA, IDA, It DA, JPQSR)

ENDIFWRITE(6,617S)

6175 FORMAT< 18H0. MATERIAL DATA . }00 178 I'l'NftEC

Appendix F (Continued)READ(IFNH/S176) <CDA(J),J-l,?0)

SJ76 FORMAT< 20A4 >CJAE WRITE(6,6177) <CDAX(J),J-1,20)

WRITE(6,6177) (CDAK(J),J-l,l«)6177 FORMAT( 1X,17A4,A3 )170 CONTINUE

CALL RD5&F (O,1FNH, IFMT ,0, KSTATs CDA, IDA, RDA, JPOSft)GOTO 900

CC* MATERIAL NO. BY NAME

180 JCflRD - K8R<2)DO 1S1 1-1/41CQRDCIJ- ISB5T(CQRD(I'JC8RD)>

1S1 CONTINUEKO • 0DO 104 I-1,NMATIF ( NANMATlS,l>.NE.ICaRI>tl) ) GOTO 184IF ( HAKMAT(6,I).NE.ICaRDC2) } GOTO 104IF { NAMMAT(7,l>.NE.ICfiRD(3) ) GOTO 104IF ( NAMMAT(0,I).NE.ICfiRD(4) } GOTO 104IF { KO.EO-0 )

•HRITE<6,6182)6182 FORMAT( 16H0a MATERIAL NO • 3

WRITE(6,6183) NAMMAT(9,I)6183 FORHAT( 1H ,110 )

KB • KQ+1184 CONTINUE

IF ( KS.EQ.O )•WRITE(6,6105) (CBRDCI,JCORD),1-1,4)

6185 FORMAT! 26K0* NONE MATERIAL ND., NAME: /4A4^2H * )SOTO 900

CC MATERIAL NO. BY REFERENCE

190 JCQRD - K6R(2)00 191 1-1,41CQRDCI)- ISBST(CQRD<I'JCQRD))

191 CONTINUEKQ * 0DO 194 1*1,NMATIF ( NAHMAT(12,1).LE.O > GOTO 194NRF - NAMHAT(12,I)JRF - NAMMAT(11,I)00 193 J-1,NRFIF < IREFF(1,JRF) .NE.IC«RD(1) ) GOTO 192IF ( IREFF(2,JRF) .NE.ICQR0(2) ) GOTO 192IF ( KQ.Efi.O )

«URlTE(6rfcie2)WRITE(6,6183) NAHMAT<9,I)KG - K0«1

192 JRF - JRF+1193 CONTINUE194 CONTINUE

IF ( KQ.EO.O )•KBITE(6,6195) (CfiRD<I,JCQRD),I>1,2)

619S FORMAT( 33H0> NONE MATERIAL NO., REFERENCE: ,2A4,2H * )C

900 RETURNEND

- 66

Appendix F (Continued)SUBROUTINE EXDAT (NAHMAT, MLB )

CINTEGER NAMMATU2,1>. NLB(1>COMMON /HLSMAX.1 MftLB. MMAT, MCS. HSS* fff>6» WWD. MPTEMP. HtfDFZB

1 , HTEHP. MEPSR/ MEPSS. MREFF^ HCOMMCOMMON /MLBIDX/ JMAT, IMAT, ICS, 1S5- 1PB, I ¥ 0 , JWDFIB, JTEttP

1 - JEPSR, JRIFFCOMMON /MLBALC/ LMLB, IMA1,INA2/1MA3'JMA*/JHA5'IMA6,JNA7,JIMS

1 . IHA9,IHA1O,1HA11,INA12,IMA13.IMA1*,INA1S,1HA1<2 . IHA17.1HA18COMMON /NLBRF1/ KRFM1, KRFM2, KCKC, MRFM, NRFH, IRFH(IO)^ KARfi<4>1 , NRFCtB}, IRFC(IO^B)' RRFC<2«10#a)< KSYSUCOMMON /MIBRF2' MRFX, NRFX. ICNDtS.20>. RCNS20)> N>EPS<20)1 . <EPS<50-20), ISIG(5O-2O>, NRFXX, JRFXX(2,2O)COMMON /HLB«F3/ IC«OP18,20), RCNOP(S.2O)COMMON /C0MPL1/ ATlTLEdl). XXNANEC10). TfNANE(IO)1 , X0ATA1 50.201/ rDATAC 50,20)COMMON /C0HPL2/ PIMIN, PXMAI/ PYM1N/ PYMAX. XL1/ <L1, MPLOT

1 . >CATA. NI>ATAX(20>, NHAPNCOMMON /C0HPL3/ AMATK20), ANAHE(20)# UNAMEC3)CHARACTER'S AMAT1 , ANAME . UNANECHARACTERtB RRDATA/ AMAT1K , ANANEXCHARACTERiS CDATACHARACTER** ATITLE. XXNANE' YVNAHECHARACTER** 10ATA(2)CHARACTER** KBLNKEQUIVALENCE ( IOATA(l) . RRDATA >

CDATA KBLNK / ' ' /

CNPLOT - 0IF C HRFH.Lt.O 1 COTO 900

ccc

DC 200 I> l.NRFHCALL MLBFO (IRFMdl, HLBIIMA5) , HLB(IMAt)/ MLB)IF ( IHAT.LE.O ) GOTO 200WRITE(ANANEX/'C2A*>') <NAMMAT(J*IMAT),J-5-6)HR1TE<CDATA/>(I4)') NAHMAT(9/IHAT)READ (CDATA.'(A*)1) IDATA(l)READ (KBLNK.MAt)') IDATA12)AHAT1X • RtDATA

CCC

IF I NPIDT.LT.20 ) SOTD 110

410B FORMAT( OVERFLOW ••>• TOO MANY CURVES TO PLOT I •,1 2A4.I.'.15.' )• >GOTO 200

CCC

110 IF ( IARGI3) .GE.l .AND. KARCO.LE.t ) THENNPLOT « KPLOT+1CALL GTPROP ( NDATAX(NPLOT), YDATA(l.NPLOT). XDATA<1,NPLOT)

ANAME(NPLOT) • ANAMEXAMAT](NPLOT) • AMAT1X

Appendix F (Cont inued)

ICNDPU'NPLOT) • »AMM»T<9,IMAT)IC«KP(t,»PLOT> . 1OO*NAMMATC!1']NAT)»>AMHAT<12,IMAT)ICNDPC/NPLOT) • HAMMATfS.INAT)

ICDDP(T^NPLOT) • HANHAm.IHAT)1CNDP(8.NPLOT) - NAMMAT(B.IMAT)

ELSECALL GTEPSS <HLB(IHA6).NLB(IHA?).MLB(1MA8).MLB(1MA9).HLB(IHAIO)

1 *HLB(1MA11).MLB(INA12).MLB(1MA1S).HLB(INA14)2 .MLB (IHA15),MLB(INAlt).MPTEMP.HUDFIB.HTEHP.HEPSR3 .MEPSS)

IF ( NNFX.GT.O ) THINIf I KARGO) . E e . 5 ) THEN

IF ( HPL0T.LT.20 ) GOTO 115W«]TEU.610e> (NAMMAT(K.1HAT),K-J,6), NAM«AT(9,IMAT)GOTO 1*0

CCC

113 KPLOT • KPLOT+1ANAHE(NPLOT) - ANAMEIAMAT](NPLOT) - AMAT1XNDATAX(NPLOT)- NXEPS(J)NDATA - NXEPS(J)DO 120 «• 1.NDATAXDATA(K<NPLOT)' XEPSCK.J)»0»T«tK.»PLOT). XSIG(K.J)

120 CONTINUECC

cICNDPCl.NPLOT) . NAMMAT(9,IMAT)ICNDP(2^NPL0T) > 1CNO(2.J)ICHDP(3,NPLDT) • 1CND(3.J)1CHDP ( 4 ^ N P L O ^ ) * IDOsNAHHAT CH'IHATJ^HAttHATiX2* JHAT)lCNDP(S.HPLOT) - NAMMAT(S.IMAT)IC«0P(6.NPLOT) • NAMHATCt.IMAT)ICNDPI7.NPLOT) - NAMMAT(7.IMAT)IC»DP(e,KPLOT) • NAMMAT(B.IMAT)RCNDP(*.NPLOT) - RCND(A.J)RCNDP(5.NPLDT) > RCND(S.J)RCHDP(6,NPLOT) > RCND16/J)RCNDP(7.NPLOT) * RCND(7/J)

1*0 CONTINUEC

ELSEIF ( KARG(3).EQ.6 ) CALL GTSIG ( NAMHAT(

ENDIFENDIF

ENOIF200 CONTINUE900 RETURN

END

- 6 7 -

SUBROUTINE MLBFD CKMAT' NANMAT' MATDIR 'MLB)C

INTEGER NAHHAT<12>1>. MATDIRUO'l), HLB(1>COMMON /HLBALC/ LML8' IMA1'1MA2.1HA3.IMA4'IHAS'IMAA'1NA7'IHA81 / IIUI9<IMA1O>IMA11<1«*12>IM*1S'IM«1*.IIIA15'1N»1«2 / INA17'IMA1BCOMMON /NLBMAX/ NMLB' MMAT' MCS' MSS. MPB' MWD. MPTEMP' HVDFIB

1 ' MTEHP' MEPSR' MEPSS' MREFF' HCOMHCOMMON /HLBNUH/ NHLB' NKAT. NCS» NSS» NP8' NWO. WPR0PC5). NOFT1 , NWDF' NTMP. NEPSR' NEPS' NREFF. NCOMKCOMMON /MLBIDX/ JHAT' IMAT' U S , ISS. IPS' IWO, jy»FI6, JTEBP1 » JEP««' JREFFCOMHOtl /MLBRF1/ KRFM1' KRFK2' KEXt' HRFH* HRFM' IftFFUlCO* KRRG(4>1 ' «RFC(B>, IRFCC10.8). RRFC<2.10,B>. KSVSUCOMMON /MLBFHO/ IFNC' IFNM' 1F«P, IFNRCOMMON /RDBUF5/ CDAI10), IOA(IO), RDAC90)

JUTEGEH 1FMT1C2.3)CHARACTER*' (MATE

CDATA IFMT1 / 101' 0, 10i' 0' 201' 0 /DATA KMATE / 'MAT ' /

CDO 20 !• l'NMATIF < KMAT.NE.NAMMAT(9'I) ) GOTO 20IMAT . IGOTO 40

20 CONTINUEGOTO BOO

C40 IWD - 0

IF ( HAHMATU'IMAT) .01.40000 ) THENIWD • HAMMATC4>IMAT)M0000IWD - NAMHAT(4'IHAT)-40000«lWD

ENDIFC

JHAT • NAHMATO'INAT)IF ( JMAT.LE.O > THENDO 60 I • l'NHLBIF ( KRFR1.LT.HATD1*<1'I> > EOTO 40J«AT • IGOTO 100

<0 CONTINUEJMAT - 1

C100 KRFM1 > KRFM1*1

IMATX • HATDlRt2'JHAT)HAMHAT<3'IHATX)* 0NAMMAT(S'INAT) • JHATJPOSRM > NAMNAT(1«1MAT>

CCALL RDSOF f-l'IFNM' IFTM1 tOr KSTATr CDA' IDA' RDA' JPOSR)

CIF ( JPOSR.NE.JPOSRH ) THENCALL RDStF (O'lFDH, IFTM1 ,0, KSTAT. CDA, IDA. RDA> JPOSR)

CIF I JPOSRM.GT.D ) THENCALL RDSQF <2*IFNM' IFTM1 /JPOSRH' KSTAT, CDA' IDA. RDA. JPOSR)

ENDIFENDIF

Appendix F IContlnued)

CALL KDSOF ( l . I F N M ' I F P I T K l ' l ) ,3, KSTAT. COA( l ) . IDAC1). RDA1 . JP01R)

IF < Ct>Ml> -Nt.KMATE ) 60T0 800CALL MLBPT (NAMMAT(l ' l ) ' MLS(IMA«>' NLB(IMA7)' NLBdHAS)

1 ' HLB(IMAV)' MLB(INAIO)' MLBCIMA1D' MLB1IMA12)2 ' MLBCIHA13)' HLB(IMA14)' NLBC1HA15)' HLBCIMA16)3 ' MLB(IHA17)' HLBCIHA16)& 'NPTEMP«MPTEMP'HWDF1B'MTEHP'MEPSR'MEPSS)

ENDIF

KRFM2 - RRFM241

60T0 900C

BOO IMAT • 0C

900 RETURNEKD

SUBROUTINE GTPNOP < NPTEHP. PROPr PTENP'NATD1R'PROP1'PROP21 'MPTEMP)

REAL PROPtl)' PTEMP(l)INTEGER MATDIR(lO'l)REAL PROP1(4'1). PROP2(2'NPTEMP'4'1)COMMON /MLBIDK/ JMAT, INAT. ICS. ISS. IPB. IWO, JWOFIB, JTEMP1 . JEPSR. JREFF

RfiFC(2rlO/B)f K8YSU

JAR61 - KARG(3)JARG2 - JARG1+*NPTEMP- MATPIR(JAR62'JMAT)IF C HPTEHP.LE.O } THEMNPTEMP * 0PROP(l) . PR0PKJAR61,JHAT)PR0PI2) - PROP1(JARG1,JMAT>

PTEMPC2). i.ELSE

DO 110 I- 1,NPTEHPPHOPdl - PROP2(1,1,JARG1^JMAT)PTEMP(I>« PR0P2<2#I,JARfil*J»(AT)

310 CONTINUEENDIF

CRETURNEND

- 68 -

SUBROUTINE GTEPSS <MATDIR,PROP1,PROP2/IOFTYP,»OF1BR.I«DF1B1 , DTE»P,nE»P,DEPSR.IEI>SR,EPSS,MPTEMP,liyOFIB2 ,HTE"P.BEPS«,M£P5S)

MATDIRU0.1)/ IDFTYP<2,2,1>VDFIgil(2,ntlDFIB/l>

INTEGERINTEGERIHTECESINTEGERREALRE«LREALCOMMON /MLBNUM/

1 <COMMON /HLB1DX/

ITEHPCMTEHPsl)* IEPSR (2,HEPSR.>MTEHPy1)PR0PK1), PR0P2C1)DTEKP(HTEHP'l)/ OEPSfl( KEPSRsHTCMP,1>EPSS(HEPSS/1)

NHLB, NMAT, NCS* NSS, NPB, KWD, NPR0P<5>, NDFTNUDF, NTHPr NEPSRf NEPS, MREFF* NCOHttJHAT, IHAT, ICS- ISS* 1PB, lyD, JUDFIB^ JTEHP

1 / JEPSR, JREFFCOMMON /HLBRF1/ KRFH1, KRFH2, KEXC/ HBFH/ NRFM, IRFH(IO), KAR6C4)1 , NRFC<B), IRFCC10/8)/ RRFC(2,10,8), KSVSUCOMMON /MLBRF2/ HRFX, NRFX, lCMD<a,20), RCND(8,20), NXEPS<20)

1 , XEPS(5O,2O), XSIG(SO,20), NftFKX, JRFXX<2,20)OATA TOLE / l.E-SO /HRFK * 0HRFXX - 0I0F1 > HATDIR<9'JHA?)IF ( JDF1.ES.* > JDTl - 1I0F2 - IDF1IF ( IDFl.Efi.3 ) THEN10FI - 1IDF2 - 2

END1F00 700 I- IOFlsIDFZ

• DEFORNATION TYPE •IF ( NRFCm.LE.O ) GOTO 140NRFCX - NRFC(l)DO 220 J- 1,NRFCXIF ( IRFC(J,1>.C«.I > GOTO 140


140 JTMP1 « JDFTYP(],I,JMAT)JTHP2 - IDFTVP{2,I,JMAT)+JTMP1-1JWDF1 • JTHP1JMt>F2 m J1HP2IF ( IUD.LE.D > THENJWDF1 - 1JHDF2 • 1

DO 600 J> jyDFl,JWDF2IF ( lyD.GT.C )JTMP1 > IU&FIB(1,J,IUDJTHP2 - lWDFlB(2/J,IyD

• FIBRE DIRECTION OF HOODIF ( NRFCt?).LE.O >NRFCX - NRFC(2)DO l&Q K- 1,NRFCXIF ( WDFIBR<l,J,iyD) .E'


170 BO 500 K- JT»P1,JTHP2• TEMPERATURE •

IF ( NRFC(3).LE.O )NRFCK - NRFC(3)

END IF

THEN

IRFC(K,2)

GOTO

) GOTO

170

170


DO ISO L* l^MRFCXIF ( DTEMP(K,JHdT>.GE.RRFC<l/L/3)-T0LE

*.AND.DTEHP(K/JNAT).LE.RRFC(2/L/3)«T0LEISO CONTINUE

60T0 500200 IF C NRFXX.GE.MRFX )

MRFXX - NRFXX+1

GOTO 200

GOTO SOO

HEPSR • ITEHDO 400 L- l^NEPSR

(K,JN*T)

IF ( NRFCtO.LE.O >NRFCR - NRFCiODO 220 H- 1,NRFCXIF < DEPSfttLsK,JNAT).6E.ftRFC(l**,4>-T0LE

«.AMD.DEPSRCL-K'JM»T).LE.RRFCC2,M-A)+T0LE220 CONTINUE

CDTO 400300 IF < NRFX.6E.MRFX > GOTO 400

HRFX - NRFX+1JEPSS - I E P S R t l , L / K / J W T )NEPS - UPSBC2/L*K, J«AT}ISSR - lEPSRCl/NEPSR^K,JHAT}JEPS - tE.PSR<2'MPSfl*K*JHAT}IF < ISSfi .E&. l ) THENDO 320 N- 1/NEPSXEPSCH'NRFX) > EPSSUEPSS /JHAT)XSIGCN'NRFX) - EPSS(JEPSS+lxJNAT)JEPSS >JEPSS+2

320 CONTINUEELSE

IF ( ISSR.EC.2 ) THENDO 340 M-l/KEPSXEPS(H^NRFX) • EPSSCJEPS , JHAT)

JEPSJEPSS

340 CONTINUE

* JEPS +1* JEPSS+1

T)

IF < IUD.GT

ENDIF,JUATJ

0 ) ICNLH3sNRFX) - yDFIBRtl*J^IMD)

NXEPS(NRFX) - NEPSCALL GTEMDO (DTEHP (K, JHAT) -HATD1R (

1 , RCND(7/t.BFX) 1400 CONTINUE500 CONTINUE600 CONTINUE700 CONTINUE

RETURNEND

/ 1) #PROP1U ) *PR0P2 tl ) *MPTEHP

- 6 9 -

SUBROUTINE GTSIG (NAM1AT)

INTEGER NAKHATC12)COHMON /MLBRF1/ KRFN1, KRFM2, KEXC. HRFM, NRFM, llFHUOl, KARG(i)

1 . llltFCO). IRfC<10,»), »»FC<!,lO,t). KSYSUCOFMON /HLBRF2/ MRFX. NRFX. KNDtt.20). RCH0CB.2O), NXEPS<20>1 . »EPS(50.20), KSIE150.Z0). NRFXX. JRFXXC2.20)COMHON /HL9RF3/ ICNDPC8.20). RCNDP<B.Z0>COHBON /COHPLW ATITLECIB). XXNAMEUO). TVNAFIECIO)1 . XDATA1 SO.20). YD«TA( 90.20)COMMON /C0HPL2/ PKHIH. PXHAK. PYH1H. PYNAX. XL1. YL1. HPLOT1 . HDATA. NDATAXC20). NGflAPHCOHHON /COHPLS/ AHATK20). ANANE(20). UNAHEO)CHAR«CTE«.B AHAT1 . ANAME , UHAHECHARACTER"! ANAT1X , ANABEJCHARACTER'S CDATACHARACTER"! ATITLE. XXKAItE. YYHAIIECHARACTER** IDATA<2) . KSTRAI2)OUIVALEKCE ( IDATAO) . APIAT1X )EaUIVALERCE ( KSTRA(J) . AHABEX >

NRFEPS . «RFC(5)If ( «RFEPS.LT.l )

DO 210 1- 1,NRFEPSEPS - RRFCd'I'S)WRITE(COATA/'<F«.+)') EPSREAD (CDATA..' (2A&) ') <1DATA(JJ*J«1*Z)

DO 190 J- l.NRFXXIf < HPL0T.LT.20 ) SDTO 10?URITE(6,610B) <NAHHAT<K) ,X.-5,«) , «A»MAT<91

610B FORMAT< • *•>• OVERFLOW ••«« TOO MANY CURVES TO PLOT (1 2A*.',*.I5.' >• )GOTO 190

109 MPLOT • KPLOT+1AHAT1(NPLOT) - AHAT1X

NDATAXCNPLOT) - 0XDATAd.NPLOT)- 0.XDATA(2,WPL0T)" 1.YO«TA(1,«PLOT). 0.

JEPSR2- JRFXXC2.J)


IF ( JEPSR1.LE.JEPSR! > THENNDATA > 0

DO 170 K. JEPSR1.JEPSR2NEPS - NXEPS(K)IF < NEPS.LE.O ) GOTO 170EPS2 • 0.5IG2 • 0.

DO 110 L- l.NEPSEPS1 - EPS2S1S1 • SIG2EPS2 • XEPS(L.K)s:G2 • XS1SCL.K)IF < EPS1.LE.EPS .AKD.CONTINUE

EPS.LE.EPS2 ) GO TO 130

130 NDATA • NDATAtlXDATA(NOATA,NPLOT)- RCND<5.OYDATACNDATA,NPLOT)- SIG2IF ( EPS1.NE.EPS2 >

*VDATACNDATA.NPLOT)- (CS1G2-S161)/(EPS2-EPS1>>»CEPS-EPSD+SIG1170 CONTINUE

NDATAK(NPLOT) > NDATAIF < NDATA.E8.1 ) THEN• DATAXIIIPLOT) - 0XOATAd,NPLOT)- 0.

ENDIFEND1F

1CNDPU,NPLOT)- NAMHATC9)ICNDP<2.NPLOT). ICND(2,JtPSRl)ICNDPC3.NPLOT)- 1CND(3.JEPSR1)ICNDP<4.NPLOT) • 100BNAMMAT C11)«NAHHAT(}2)IC«0P(5,NPLOT)- NAFMATCS)

ICNDPC6.NPLOT)- NAHNAT(6)1CNDPC7,NPLOT)- NAHflAT(7)1CN0PCS.NPLOT)- NAMHATtB)RCNDPC4.NPLOT)- RCND(4.JEPSR1)RCNDP(6.NPL0T>> EPS

190 CONTINUE210 CONTINUE

RETURNEND

- 70

SUBROUTINE GTENQO (TENP,MATD1R*PROP1/PROP2#HPT£HP, EHQD)

INTEGER HATDIR<1O,1!REAL PR0PK4/1), PR0P2(2-HPTEMP***1)COMMON /HLBIDX/ JMAT, lHAT* 1CS> ISS* IPB» IWD, JWDF1B- J

2 / JEPSR, JREFF

EHOD • PR0PK2/JMAT)HTHP - NATDIR(6#JMAT)IF < NTMP.LT.2 > GOTO 300

DO 200 I*2,NTMPIF { TEMP.LT.PROP2<2,1-1/2,JHAT>

•.OR. TEMP.GT.PROP2<2/1 ,2,JMAT) ) GOTO 200EHD1 - PROP2<1#1-1,2*JMAT)TMP1 - PR0P2C2,1-1,2,JMAT)EMD2 - PR0P2C1/I ,2,JHAT)

IF ( THPl.Efl.TMP2 ) THENEHOD - EMD1

€L5EEMOD - <EKD2-EHD1W<THP2-THP1)MTE*P-THP1>+EMD1

ENDIFGOTO 300

200 CONTINUE300 IF ( EMDD.LE.O. >

•EflOD - l.E+SORETURNEND

SUBROUTINE EKUN1

COMMON /HLBRF1/ KRFM1, KRFM2/ KEXC, ttRFH/ NRFH, 1RFMC10), KHRGC4)1 . NRFC<8)/ IRFC(10,B), RRFC(2,10,8)- KSYSUCOMMON /C0MPL1/ ATlTLE(3B)y XXNAME(IO)^ YYMAHE<10)

CHARACTERS AT1TLE* XXNAME^ YYNAMECOMMON /C0MPL2/ PXMIN, PXHAX, PYHIN^ PVMAX, XL1, YL1' NPLOT

1 - NDATA/ NDATAXUO)' NGRAPH

IF ( KSYSU.NE.2 .OR. NPLOT.LE.O ) 60 TD 900

DO 200 1*1,NPLOTNOAT - IABS CNDATAXU))IF ( NDAT.Efl.O > NDAT - 2

CALL EXUNI2 (KARG(1)> XDATAtl,]) /NDAT)CALL EXUNI2 (KARG(2)# YDATA(lcl) ,NDAT)

200 CONTINUE

900 RETURNEND


SUBROUTINE EXUNI2 (KDTYP, DATA /NOATA)C

DIMENSION DATA(l)C

If ( KDTYP.LT.l•.OR. KDTYP.GT.10 ) GOTO 900

CGOTO I 110/120,130,1*0/150/1*0/170,180-190/200 )* KDTYP

CC« COEF. OF THERMAL EXPANSION


CC* YOUNG'S MODULUS

120 DO 125 I*1#NDATADATA<1) - 0.101972*DATA<I)


CC« SHEAR MODULUS

130 DO 135 1-1'NDATAOATACI) - 0.101972*DATA(I)


CC» POISSON'S RATIO


ISO CONTINUEGOTO 900

CC» FIBRE OlflECriOK OF HOOD

160 CONTINUEGDTO 900

170 DO 175 I»1,NDATADATAU) > DATACD-273.

17S CONTINUEGOTO 900

CC* STRAIN RATE

160 CONTINUE60TO 900

CC* STRAIN


C£• STRESS

?00 DO 205 I-1/NDATADATA(I> «= D.1O1972«DATA(I)

205 CONTINUEC

900 RETURNEND

- 71 -

SUBROUTINE EXOUT (KLST ,KPLT ,ttf IT, IBEf F)

INTEGER IREFFd)COMMON /MLBFNO/ IFNC,COMMON /HLBRF1/

1 /

1 /

1 /COMMON /COMPL3/

CHARACTER'SCHARACTERS

CHARACTER*4

23 t

5 ,

S ,9 ,A 'j ,DATA TITLEM /

2 ,3 #4 ,5 ,A ,7 ,

1 ,> ,

KRFH1/NRFC

4H E'4H G,4HP0IS,4HDEF0/4KFI8R/

4HSTRA,4H #4H i4H r

4HTHER'4H E,4H G'4HPOIS,4HDEF0,4HF1BR,4HTEHP'4KSTRA.4H ,4H r

4H MOD4H MOD4HS0M*4HRMAT4HE DI

4HIN H4H STR4H STR4H4HHAL4M HOD4H NOD4KSON'4HRMAT4HE DI4HERAT4HIN R4H STR4H STR4H

AHE(2O),AHE ,

' 4HULUS,/ 4KULUS'' 4HS RA', 4HI0N '' 4HRECT,

/ 4HATE ', 4KAIN ', 4HESS '' 4H ,' 4HEXPA,/ 4MULUS,' 4HULUS'' 4HS RA,' 4HI0N ,, 4HRECT,/ 4KURE '/ 4HATE ,, 4HA1N ', 4HESS >, 4H «

UHAME(S)UNAME

4H (HP,4H (HP/4HTIO ,4HTYPE/4HI0N /

4HC1/S,4HC-) *4H(HPA,4H '4HNSID/4H (KG,4H (KG'4HTI0 '4HTYPE'4HI0N '4H<C) /4H<1/S,4H(-) ,4H(KGF/4H f

, IRFM<1O1' KARCC4)/B), KSYSU

4HA) *4HA) '4H<') t4H ,4H0F Mr

4H>4H /4H)4H '4HN d '4HF/HH'4KF/HM/4H(-) /4H <4H0F V,4H '4H) '4H '4H/HH*,4H ,

4H4H4H4H4 HOOD

4M4H4H4H /4H/C)4H««2)4H*»2)4H4H4H00D4H4H4H4H*234H /

IF ( KFIT.NE.O 1 C»LL E«FIT

IF ( KLST.NE.O .OR. KPLT.NE.O ) NGDAPH • MGRAPH + 1IF < NGRAPH.Efl.l ) THEN

111C»LL PLOTS C0.,0.>

[2>CALL PLOT (O.,O./-3>

EttDIFJ - KARGtl)IF ( J.LT.l .OR. J.GT.10 ) J - 11IF ( KSYSU .Efl. 2 > GOTO 200


DO 120 1* 1'6XXHAME(I) • T1TLESU/J)CONTINUE

J • KARGC2)IF ( J.LT.l .OR. J.GT.10 ) J - 11DO 140 1" 1/6YrNAHEd) - TITLESU'J)CONTINUE

DO 160 1-1-3UNAflE(l)* KBLNK

160 CONTINUEGO TO 300

UNIT IS "US

200 CONTINUE00 220 !• 1<6XXNAHE(l) - TITLEHd/J}

220 CONTINUE

J • KARGC2)IF ( J.LT.l .OR. J.GT.10 ) J • 1100 240 I- 1'6YVNAHECI) • TITLEFKI.J)CONTINUE

260 CONTINUESOO CONTINUE

IF ( KLST.NE.O )CALL EXLSTP <1REFF<1>)

IF ( KPLT.NE.O ) CALL EXCALL NEWPEN <1)RETURNEND

72-

SUBROUTINE EXF1T

COMMON /MLBFT1/ KFII, IEOFJT, KCOEFdt), C0EFI6), C0EF0<6,16>1 , NXY, NXYDC5), XYD<2.50,5), MXY, MXYDCOMMON /MLBRF3/ ICNDP(S,2O> , RCNDPCa,20>COMMON /C0MPL1/ AT17LE(lfl>' XXNAME<10># YYKAME<IO)

1 , XOATAC 50/20), YDATAC 50/20)CHARACTERS ATITLE. XXNAME, YYNAMECOMMON fCOHPLZ/ PXMIN, PKMAK, PrNIN, PrMAX, XL1* rLl, NPLOT

COMMON /C0HPL3/ AHAT1C20), ANAHE(20>, UNAME<3)CHARACTER'S AMAT1 , AIIAME . UNAMECHARACTER'S AMAT1X , AMANEXINTEGER JF1TXYC16)CHARACTER** IDATAC4)E8UIVALENCE ( IDATA<1),AHAT1X ) . (IDATA13),ANAHEX )

DATA IFITXY / 2,1,1,2,Z,i, 1.2,2,2,2,2,1,2,2,2 /DATA IOATA / 'PRE.1, 'DATA1, 'FITT', *1II6 ' /

IF ( KF1T.NE.1 ) eoTO 200CALL EXFIT1GOTO 000

200 IF ( NPLOT.LE.O ) GOTO 900IF < NPL0T.LE.20> SOTO 210MirE{6,6208>

6208 FORMAT( ' •... OVERFLOW «••• TOD MANY CURVES TO PLOTNPLOT > 20

JPLT1 - HPLTJPLTJ > NPLOTDO 500 I- 1,N

AHATKJPLT2)NDATAIF ( NDATA.E8

PLT

u

m

.0

LOT

AMATIXNDATAX(JPLT1>} THEN

DO 220 J> 1,2XDATA(J,JPLT2) . XDATA(J,JPLT1>YDATA(J,JPLT2) . YOATACJ,JPLT1)

220 CONTINUEDO 230 J* 1,8ICNDP(J,JPLT2) . ICNDP(J-JPLTl)RCNDP(J,JPLT2) > RCNDP<J,JPLT1)

230 CONTINUEELSE

I F < K F I T . E 8 . 2 ) THENIF < C O E F ( 1 ) . E f t . O . .AND. C O E F ( 2 ) . E Q . O . )

A8

XDATAC1/JXDATA{2^J

PLT2)

- COEF(l)- C0EF(2)

- PXNIN> PXHAX

ELSE

ENDIF

X D A T A O . J P L T 2 ) . AXKATA<7,JP1.TJ> . 6


00 240 J - 1,2YDATAIJ.JP1.T2) • B'XDAT«( 1, JPLT2)»A

240 CONTINUE

6250 FORMAT* / 12X,'X'^ISX,'t1,9X,•FITTING',5X,•PERCENT' / )00 270 J-1,NOATAFIT > A*XDATA<J,JPLT1)*BIF ( ABS (FIT) .LE.l.OE-50 ) THENERR - YDATACJ,JPLT1>

ELSEERR • <YDATA(J,JPLT1)-FIT)/FIT«1OO.

ENDIFWRITE(6,6260) XDATA(J,JPLT1), YDATAQ,JPLT1), FIT, ERR

6260 FORMAT( 1X,1P2E16.3,E13.3,OPF1O.1 )270 CONTINUE

ENDIFIF ( KF1T.E0.3 > THENCALL EXF1T3 (XDATA<1,JPLT1),YDATA(1,JPLT1),NOATAX<JPLT1)

1 .RCNDPU.JPLT1). XDATAU.JPLT2). Y0ATAC1,JPLT2)J , NDATAXOPLT2))WSIT£(»,SJ50JDO 275 J*l,NDATAIF ( IFITXY(IEaFIT).Ea.l ) THENFIT • XDAIA!J,JPLT2)IF ( ABS <FIT) .LE.l.OE-50 ) TNENERR * XDATAIJ,JPLT1)

ELSEERR - (XDATA(J,JPLT1)-FIT)/FIT»1OO.

ENDIFELSE

FIT - YDATA(J,JPLT2)IF < ABS <FIT) .LE.l.OE-50 ) THENERR - YDATAtJ,JPLT1)

ELSEERR « CYDATACJ,JPLT1>-FIT)/FITslOO.

EN01FENDIF

WR!TE(6,62A0) XDATACJ,JPLT1), YDATA(J,JPLT1), FIT, ERR27S CONTINUE

ENDIFEXOIF

JPLT2 - JPLT2-1ANAHEIJPLT2) • ANAMEtJPLTl)AMAT1CJPLT2) « AMATKJPLTl)NDATAXCJPLT2) - NDATAXCJPLT1)NDATA > NDATAX(JPLTl)IF ( NDATA.ES.O ) HDATBA - -2DO 2B0 J* 1,NDATAXOATACJ-JPLT2) . XOATA(J,JPLT1)YDATAtJ,JPLT2) m YDATA(J,JPLT1)

280 CONTINUEDO 290 J- 1,BICNDPU,JPLT2) - ICNDPCJ.JPLTl)RCNDPCJ,JPLT2) - RCNDPCJ,JPLT1)

290 CONTINUEJPLT2 - JPLT2-1JPLT1 . JPLT1-1

500 CONTINUE900 RETURN

END

- 73

SUBROUTINE EXFIT1C

COMnOH /HLBFT1/ KF1T, 1EQFIT, NC0EFC16), C 0 E M 6 ) ' C0EF0C6,16)1 . NXY, NXYOCS), XYD<2.S0,S>, H O , HXYOCOMOH /CDltPLl/ ATlTLEdB), M H t M E d O ) . YYNAMEtlO)

1 , XDATAt 50,20)/ YOATA! 90,20)CHARACTER* ATITLE, XXNAME. YYHAMECOMMON /C0MPL2/ PXMIN. PXMAX, PYM1N, PYHAX, XL1, YL1. NPLOT

1 , NDATA, NDATAX(20>, N6RAPHCCc

IF ( NXY.LE.O ) GOTO 900oo n o l.i,«xrHDATA - NXVD(l)IF ( NDATA.LE.O > GOTO 140NPLOT - «PLOT<1>DATAXCNPLOT>>-IIDATA

DO 120 J-1,«D*T«XDATA(J,«PLOT). X

120 CONTIKUE140 CONTINUE

CCC

900 RETURNEND

EXMINX (DATA,MD1,NPLOT,MDATAX, OHIN, DHAX)

DIMENSION DATACHD1,1), NDATAX(l)DATA DfUNO, OHAKO / 1.E70, -1.E7

OtllN • 0.DMAX - 0.IF ( NPLDT.LE.O > 60TD 900DMIN . DHINODNAX •• DHAXO

DO 200 1* 1,NPLOTNDATA > IABS (NDATAX(D)IF < NDATA.Efi.O ) NDATA - 2DO 100 J> 1,NDATADKIN - ANIN1 <DM1K-O«IA(J,I))DHAX - AHAX1 <DHAX,DATA(J,I))


900 RETURNEND


SUBROUTINE EXFIT2 (XDATA,YDATA,NDATA, A, B)DIMENSION XOATA(l), rDATA(l)DIMENSION AAC2), BB(2), SE<2>EOUIVALENCE ( AA(1>,A1 ) , ( BB(1),B1 >, ( SEC1),SE1 )EIUIVALENCE ( AA(2),A2 ) , < BB(J)-B? ) , ( SEC2),SE2 >DATA EPS / l.E-10 /SE<1) - -1.SE<2> - -1.A!t!IFXNYH00XHYN

- 0.• 0.

< NDATA.LE.l >• XOATA(l)- YDATAC1)

20 I- 2,NDATA- XDATA(I)+XH• YOATAdllYM

20 CONTINUEXHYHSKS»SXYDORX

- XH/NDATA- YH/NDATA• 0.- 0.- 0.

40 !• 1,NDATA- XDATACD-XH

SX - RXaftX+SXSY <• RY«RY+SY

ccc

ccc

40

ISO

to

100

CONTINUE

IF <BlAlSE1IF tB2A2SE2CIF <CB2A250T0

AeIIF {IF IIF (BA

SX.LT.EPS )• SXY/SX- VM-BliKH

SY.LT.EPS )• SXY/SY- XM-B2aYN• SX-B2>SXY• ABS (B?>

C.LT.EPS )• B2• 1.0/C* -A2/C

100

- 0.• 0.- 1

5E<1>.GT.SEC2) ) 15E<1).LT.O. ) Il.OT.J ) 1• BBII)• AAII)

RETURNEND

- 7 4 -

SUBROUTINE

Appendix F {Continued)

EXFIT3 <XDATA1,YDATA1,NDATA1,RCND1,, NDATAX)

XDATA, YDATA

DIMENSION XDATAK1), YDATAKDs RCND1C8), XDATA<1>* YDATAU)COMMON /HLBFT1/ KF1T, IERF1T, NC0EFU6), C0EFC6), C0EF0(6,16>1 * NXY, NXYD<5>, XYD<2,50/5), MXY, HXYDCOMHOH /NLBFT2/ NE8CF(16>, IEGCFU/16)CHARACTERS IE6CFCOMMON /MLBRF1/ KRFM1, KRFM2/ KEXC, HRFN, NRFN, IRFMJ(IO), KARGC4)1 > HRFCC8), IRFCUOtB)* RRFC(2,10,«>, KSYSU

DATA EEDATA NXKDATA TOLLE

/ 2.71B28 // 50 // l.OE-10 /

CALL EXN1MX (XDATA1 (1 > ,«DATAl , l r«DATA3. - XHMlr XNX3)DX • X n x i - X N N lIf ( DX.6T.TDLLE i 6070 120HDATAX • 0X O A T A ( l ) - XDATA1(1)XDATA(2>- XDATAK1)Y D A T A ( l ) - Y0ATAK1)YDATA(2)> YDATAl t l )6DT0 900

120 OX • DX/NJCXXMN > XHN1-DX

IF ( IE6F1T . L T . 1 .OR. 3 E 8 F I T . 6 T . 1 5 > CO TO 7 0 0IF ( K A R G ( 2 ) . N E . 1 0 > GOTO BOOIF ( KARG<1).EQ. 9 .AND. 60 TO 200

200 60T0 ( 210,220/230*240*250,?60'270#2BO'290'3001 , 310/320,330,3*0,350 ) , IESFIT

210

212

220

If -XK

XDATAfU-

CONTINUE60TO 900

DVN -XK *

COEF<1)+0.01C0EF(2)

XDATAKU

1 ./COCF(l)COEF(2)

E - COEFU)IF I E.LE.O. ) E - RCK&K7)MDATAX - - H D A T MHDATA * NDATA1DO 222 1-1,NDATA

Appendix FYDATAU)- YDATA1C11tO»Tl«UECOTO 900

DVH - 1./C0EFC1)

SIGOE -IF < E.LENDATAX >NDATA >DO 232 1-1XDATA(I>-

CONTINUE60TO 900

XK •SI6CI mIF { E.LE.EPSCNOATAX -NDATADO 242 1-1XDATACIJ-YDATAtl)*CONTINUE60T0 900

. m

H -

EL »EM *NDATAX -NDATA00 252 1-1EPSPXDATA(I>-YDATA(1)«CONTINUE60T0 900

COEF(S)

0. ) E - RCN01C7)-HDATA1NDATA1,NDATAYDATA1(I)/E«((YDATAKO-SIGO}/KK>

COEf(li*0.OlC0EF(2)COEF(3>COEF(4)0. > E - RCND1C7)SIGC/E-NDATA1NDATA1,NDATAXCATAICI,C(XDATA1(I>-EPSC)**N}*XK«SIGC

CDEF(11*0.01C0EFC21+0.01C0EF<3>*0.01EE**LEE>«M-NDATA1NDATA1

,NDATAXDATAWI)EPSPC0EF(4)«EPSP**N+EL»EM««EPSP

I DVN • 1 . /COEF(l)A > C0EFC2JSIGO - C0EFC3)E • COEf(i)IF < E.LE.O. ) E - RCNDATAX « -NDATA1NDATA * NDATA1DO 262 I-I-WOAT*XXI » l.-(YDATAl<IF ( XX1.LE.0. > XXI

- 75 ~

cz

cc

c

cc

262

270

272

280

282

290

292

300

CONTINUEGOTO 900

DVH •X* •SIGC •SIGIEIF < E.i-E.XXI "XI2

NDATA •DO 272 I-!


l./COEF(1)COEF<1>C0EF<2)C0EF<3)COEF(t)

XH.SICIl./(SI6C-SIGI)

HDATA1I,ND«T«

IF C KX3.LE.0. ) XX3 - 1.

YOATAU)-CONTINUEGOTO 900

N »N •

»

BNDATAX •

CONTINUEGDTO 900

C •

H -

P •SIGO >CP -NDATAX -NDATA -

VDATA1(I)

COEF()>*0.01-NC0EFC2)C0EF(3>-NDATA1

l.NDATA

COEF(l)C0EFI21COEF(]>COEFU)O P-NDATA1N0ATA1

00 292 1-1.NDATAEPSP •XDATA(I)-YDATACI)-COHTINUEGOTO 900

M -112

X0»t»lU>EPSPSIGO+CP»EPSP/<1.+P«EPSP>+H«I

COEF(1)-*O.O1N + 2

00 30« I*1^NDATAXDATA(I)* XDATAKI)VDATA(I)* C0EFC2)DO 302 J-3*N2


VCATAU)- VCHIA(I). COEF (J > • (XDATA< I).. ( J-2))302 CONTINUE301 CONTINUE

60T0 900

310 N - COE FCD' 0 .0 1A • COEF(J)B - C0EFC3)NDATAX • -NDATA1NDATA • NDATA1IF ( KARGCD.EQ.0 ) THENEPSN • RCNDK£)»>N00 312 I.l.NOATAXOATAU}- XDATAKI)YDATA<1)> A*t l .+B*ALOG(XDATA1<1)))*EPSN

312 CONTINUEELSE

EPSR - DCND1CS)<<1 - A>(l.tB>ALOG(EPSR>>DO 314 1-1/NDATAXDATA(I>« XDATAKI)r O A T A U ! ' K«1«(XDATA1U)«««)

314 CONTINUEENDIF

320 « • COEMlH0.Cn« - COEF(2)«0.01XK - C0EF<3)C ' COEFU)NDATAX • ~NDATA1NDATA • NDATA1IF ( KARGCD.E8.B ) THENEPSN • RCNDK6)>*NDO 322 !>1>NDATAXDATA(1)> XDATAK1)TDATA<1>> XHX1.»CMXDAT«1<1) •.»)>.EPSN

322 CONTINUEELSE

EPSR - RCNDKS)XXI « XK«(1.«C«<EPSR*»H)1DO 3?4 I>1,NDATAIDATA(I)> XDATAKI)1DATAU>> XXlXXDATAKIXiM)

324 CONTINUEENDIF

GOTO 900

DVH • l./COEFd)H • COEF(l)tO.OlC • C0EF12)H • C0EF(3>SIGY . COEFH)E • C0EF<5)IF ( E.LE.O. ) E • RCNt)KSIGY - H«S1GY

- 7 6 -

Appendix F (Continued)NDATA - NDATA1IF ( KARGCD.E6.8 > THENEPS - RCN0K6)XXI - SI<jY"<l.+HSIGY«EPSP>00 332 I-WNDATAEPSP • EPS-Y0ATA1UWEXDATA( l ) - C*<YDATAKI ) /<HaEPSP- fS IGY>- l . )« *HYD AT* 1 1 ) - YOATAKI)

332 CONTINUEELSE

EPSD - RCNDK5)XXI - SlQT/HXX2 • l . /CSieYa( l .+(EPSR/C)«aDVH>)DO 334 I-WNDATAX0ATAU3- rOATAt<I)/E+XXl«<YDATAl«XX2-l.>YDATAU)" YDATAKI)

cc

cc

334

340

342

350

352

CONTINUE

GOTO 900

XK -CNDATAX >

DO 342 1-1XDATA(1>«YDATACI)•CONTINUEGOTO 900

M •N -XKNDATAX -NDATA

COEF(l)C0EM2O-NDATA1

-NOATAXDATA1(I)XK*C*ALOG

COEf C1)*OC0EF<2>*0C0EF<3)-NDATA1NDATA1

IF < KARGm.Efi.8 )EPSNXXIDD 352 I«lXDATA(I>>VOATA-CONTINUE

EPSRXXIDO 354 1-1

RCNDK6)XKa(EPSM»/NDATAXDATA1 CD

END IF

XDATAK1

0101

THEN

N>

XX1*<XDATA1<I)*«M>

RCN0K5)XKa CEPSRm'NDATA

ELSE

M)

354 CONTINUEEND1F

GOTO 900700 WRITE(6s6?10) IE0F1T

4710 FDRMAT< 1SM0. EQUATION N0.'13^19H IS NOT AVAILABLE * )GOTO 900

800 yRITECA,6810)6810 FOKHATt 30H0* UHMATCH DATA AND EQUATION • )900 RETURN

END

Appendix P (Continued)

SUBROUTINE EXLSTP CIHEFF3

INTEGER IREFF<2'1)COMMON /MLBIDX/ JMAT/ INAT, K S / 1SS, IPB/ 1WD* JWDFIB# JTEMP

1 / JEPSRs JREFFCDri'UN /nLBK' 1 ' KN F M I ^ KRFH2^ KtXC/ M^FM/ NRrM^ IKr'ClU/^ KnKu

1 * NRFCCB), JBFCflO.B), RBFC(2,10,8). KSYSUCOMMON /MLBRF3/ 1CMDP(8,2O>/ RCNDP(B'20>COMMON /C0MPL1/ ATITLE(IB)/ XXNAHE(10>, YYNAME(IO)

1 * XOATAf 50,20), YDATA( 50^20)COMMON /C0MPL2/ PXMIH, PXMAX, PYHIN, PYHAX, XL1, Y H . NPLOT

CHARACTER lCHtttilZOCHARACTER K H A C 3 X 4CHARACTER KDFTYPC3/3)«4CHARACTER IXVSY(6,10/2>»4CHARACTER«72 CTITL1

APH

CHARACTERSDATA CBLNK /

CTITL2(72)r CBLNK

KDFTYP / 4HC0HP/4HRESS/4HI0N, 4HTEN$,4HI0N ,*H

4H #4H -4H/ 4H THE'4HHMAL'4M EXP/4HANSI/4H0N C/4K1/K), 4HY0UN/4HG'S /4HH0DU/4HLUS /4H(MPA/4H)/ 4H SHE>4HAR M^4H0DUL<4KUS Cr4HMPA)/*H/ 4H P0I,4HSS0Ns4H'$ R/4HAT10/4H <-)/4H

12a4H

4H ST,4HRAINs4H RAT/4HE (l^H/S)4H ,4H STR/4HAIN ,4H(-> /4H4H /4H$TftE'4KSS (,4HNPA>/4H4H THE/4HRHAL/4H EXP,4HANSI ..4H0N C4H E/4M HO0/4HULUS/4H (K6/4HF/MM4H G/4H M00/4HULUS/4H CKG/4HF/NM4H P0I/4HSS0N/4H'S R/4HATI0/4H <-)

4H

4H /4HRATU/4HRE C/4HO,4H RAT/4HE (1*4H/S>

* TITLE •CALL PLOT CO. 0.^.666)CALL NEWPEN CD

»EAD (CTITLl'*(72Al)-> (CTI7L2(2>'1-1/72)DO 500 I-1/NPL.0TCALL SYMBOL ( 5.0/190.,3./'TABLE . 'JK = 73DO 100 IK-2'7?J»: • JK-JIF ( CTITL2CJK).EQ.CBLNK) GOTO 100CALL SYMBOL C50./190./3./CTITL2CD/0./JK)GOTO 110


- 7 7 -

• 0.0• ieo.o

- XX+5.0. YY-4.CSYMBOL (X ,Y,3.0,'MATERIAL',0.0.Bl

CALL SYMBOL <X*39.0,Y,3.0,'(CURVE «0.',0.0,101X . X«69.0111 • ICALL NUMBER (X, V,3.0,Rl,0.0,-1)IF ( I.GE.10 > X - X + 3.0CALL SYMBOL CX+3.0,Y,3.0,•)',0.0,11

155

160

«DATA . IABS CHDATAKC1}>IF < XDATA(9,11.E8.-9999.0 .AND. NDATA.Ee.2 1 THENX * XX+14.0Y • YY- 7.0CALL SYMBOL <X,Y,3.0,'FITTING BY LINEAR REGRESSION',0.0,28)Y - Y-5.0CALL SYMBOL (X,Y,3.0,' Y • A • X + B ',0.0,1611 • t-5.0CALL SYMBOL (X,Y,3.0,' A • ',0.0,71WRITE(I CHAR, 'OPElO.Sl'l XDATA<7,11READ (KHAR,•(3A4)' 1 <1CHA<J1,J-1,31CALL SYMBOL (X+21.0,Y,3.0,ICHA(ll,0.0,101Y • Y-5.0CALL SYBBOL [ X , Y , 3 . 0 , ' B • ' , 0 . 0 , 7 )WRITE(ICHAR,M1PE1O.31'I XDATA(B,I1READ (KHAR, ' (3A41 ' ) ( ICHACJl ,J>1,3)CALL SYMBOL ( X + 2 1 . 0 , Y , 3 . 0 , I C H A U ) , 0 . 0 , 1 0 1YY . Y

ELSE

IF ( NDATAXUl.GT.O 1 THENX « XX+14.0Y . YY- 7.0CALL SYMBOL (X,Y,3.0,"NAME:',0.0,5)XI • X+18.0CALL SYMBOL (XI,Y,3.O,ICNDP(S,11,0.0,161

JRF • 1CNDPU,11/100

IF < RRF.LE.O 1 GOTD 160X2 . X+74.0CALL SYMBOL 1X2,Y,3.0,"REFERENCES:',0.0,11>X2 • X-UO.ODO 1S5 J-1.NRFCALL SYMBOL (X2,Y,3.O,1REFF(1,JRF1,O.O,B>X2 • X2<27.0JRF • JRF+1CONTINUE

Y • Y-5.0CALL SYMBOL (X,Y,3.0,'NO.',0.0,3)RI - JCNDPU,!)CALL NUMBER (X-flB.O,Y,3.0,Rl,0.0,-1)YT • Y


X • XXtlO.OY • YY- 4.0IF ( KARG(3).E0.5 .OR. KARGC3).Ea.6 1 THENXI - X44.01 . Y-5.0

• IC*DP<2,!1ALL SYMBOL (XI,Yl,3.0,'DEFORMATION TYPE',0.0,1612 • X*61.0:ALL SYMBOL (X2,Y1,3.0,KDFTYP(1,K),0.0,121

• Xf61.0CALL PLOT (X«9B.0,Yl-2.0.31

IF ( 1UP.GT.0 > THENYt - Yl-7.0CALL SYMBOL (XI,Yl,3.0,'FIBRE DIRECTION',0.0,151CALL SYMBOL (X2,Yl,3.0,ICNDPI3,11,0.0,41CALL PLOT <X«98.O,Y1-2.O,31CALL PLOT (X ,Y1-2.O,2)

ENDIF

Yl . Yl-7.0CALL SYMBOL (XI ,Y1,3.0,'TEMPERATURE (K)',0.0,191CALL NUMBER <X2+3.0,Y1,3.0,RCNDP<4,I],0.0,21CALL PLOT (X*9B.O,Y1-2.O,3)CALL PLOT (X .Yl-2.0,21

IF ( CARGO!.Ea.5 1VRITEUCHAR, '(IPEIO.31'1CALL SYMBOL <«1,Yl.3.0,'STRAII

ElM)ITE(1CHAR,'UPE1O.3>') >lCALL SYMBOL (XI,Yl.3.0,'STRAII

ElREAD (ICHAR,'(3A4)' 1 CCALL SYMBOL (X2,Y1,3.O,ICHACi;

Y5-2.OX+98.0X+57.0

THEMRCNOP(5,I1

RATE (l/Sl',0.0,171SEHOP(6,II(-!',0.0,101

IDIFCHA(J1,J-1,31#0.0,10)

CALLCALLCALLCALL

PLOtPLOTPLOTPLOT

(X ,YY,31(X1.YY.2)<X1,Y ,21(X ,Y ,21

END1FENDIF

END1F

- 78 -

Y • YY- 4.0X - XX+10.0XX3 • X - 4.0DO 350 J»l«NDATAs30JJ - J + 29IF ( JJ.6T.MDATA ) 4XXIXX2XX 2XTVT

> XX3* 4.057.0

- KX2+57.0- XX1+« Y -

2.04.25

DO 230 K*l/2KVS - KAR6(K)CS2 • 2.5IF ( KVS.ER.l > CS2 ' 2.2CALL SYMBOL (XT,YT.CSZ.IXVSYd.KVS.KSYSU),0.0,21)XT « XT+37.0CONTINUE

T - 4.0T2 - 0.5XXU17.5XX8-H7.5

0 310 K-J.JJ1 . Yl-4.0RITE(1CHAR.'UPE1O.3>') XOATACICI)EAD (ICHAR,•(3A*)* > (ICHA(L),L-1,3)CALL SYMBOL <X1,Y1,2.5, ICHA(1),O.O, 10)URITEUCHAR.MIPEIO.S)') YDATA<K/1>READ UCMAR,•(3A4) l ) (1CHA(L)'L-1'3)CALL STHBOL CK2/M,2.5# 1CHAC1) ,0.0,10)COKTiauE

cc

c

•

c

YlCALLCALLCALLCALL

CALLCALLCALLCALL

- Yl-aPLOTPLOTPLOTPLOT

PLOTPLOTPLOTPLOT

350 CONTINUE

CALL

CALLCALLCALL

500 COHTI

PLOT

PLOTPLOTPLOT

• UE

RETURNEND

.0(XXI,OCXS,<XX3,(XXI,

(XX2.(XX2.(XXI.(XX3,

(300.

<o..o(O.,C(O.*C

Y1.3)Yl,2)Y ,2)Y ,2)

Yl,3>Y ,2)Y2.3)YS,2)

,0.,-3)

.,777)

.,666)

.,888)


SUBROUTINE EXCRA(IREFF)

I«TE«ER IREfFU.l)

COHHOR /«LB«F3/ ICKDP18.2O). IC»CP<«,20)CONMOR /MLBRF1/ KRFMl^ KRftt2. KEXC. NRFM. HRFH. IRFM(IO). KARG(O

1 # MRFC<t). IRFC(IO.B)' *RFC(2,10*8). KSYCUCOHHOII /COHPLl/ ATITLEdO, XXNAHE(IO). YYNAHEdO)

1 . XDATA( S0«20)r YOATA< 90*20)COMHON /C0KPL2/ PXH1H. PXPIAX, PYHIR. PYHAK, XL1, YL1. NPLOT1 . NDATAf NDATAX(20). NGRAPH

CHARACTER>72 CTITL1CHARACTER.! AT1TLE. «««A«E. TTHABECHARACTE«>1 CTITL2<72>< CBLK

/ 300.. 210. /ccc

c.c

DATADATA

IF <

BOX •

CALLX80XX

CBlurXBOX. YBOX

NPLOT.LE.O )

•EWPE" (1)- XBOX-20.

XBST - -20.

CALLCALLCALLCALLCALLCALLCALLCALL

PLOTPLOTPLOTPLOTPLOTPLOTPLOTHEMPEN

<0.,0.<XBST.(XBOXX1IB0IX(IBST(XBST(0..D.(1)

666)5.0.-3.0YBOXYBOX-S.O3)

3).2).2).2).2)

C* TITLE a

CALL SYMBOL ( 10.0,8.,3.-'F]6. . 'sO.,11)«RITECCTITL1,'(18A4>1> (ATITLECl)/1-1,18)

DO 220 1-2,7?J - J-lIF < CTJTk2<J>.EQ.CBLNK> GOTO 220CALL SYMBOL <S0.s6.'3.'CTITL2Cl)'0.*J>SOTO 300

220 CONTINUE

300 CONTINUE

- 7 9 -

Y - 0.01 - 1CALL SYMBOL ( X,Y,3.0,'MATERIAL NAME:',0.0,14)XI • K+45.0CALL SYMBOL CXI*t.3 .0*ICNDP(5r1),0.0*16)

Ccc

JRF - ICNDPU/imOOHRF • ICNDPE4, I ) -100«JRF

X2 - X+74.0CALL SYMBOL ()I2,Y,3.O, 'MATERIAL HO.:',0.0,13)RI - ICNDP<1,1)CALL NUMBER (X2*42.0,Y,3.0/RI/0.0,-l>

IF ( NRF.LE.O )« - K+143-0

X2 - X+188.0DO 133 J*1,NRFCALL SYMBOL (X2/Y,3.0,IREFF(l,J«F),0.O,e)X2 - JC2 + 2O.OJRF - JRF+1


• PLOT CURVES «

CALL PLOT (300.,0./-3>Ct <3>C

CALL PLOT (0.,0.,777)CALL PLOT (0.,0.,666)CALL PLOT (D.,D.,BBB)


SUBROUTINE CURVE(:>••->•••***•*••»->••*>*•>•*>**>•••*•>>••*••>••••>»•••<•-*•••*•••*•<*••<cC PLOTTING PROGRAMCC 1MPUT DATAC ATITLE (IB) • HEADING (MAX. 72 CHARS.)C KTITLE (10) - TITLE OF X-AXIS (MAX. 40 CHARS.)C VTITLE (10) * TITLE OF Y-AXIS (MAX. 40 CHARS.)C 1PARH - PARH. -1 LINEAR' -2 SH0OTHIN6C PXNIN'PXMAX - USER DEFINED MIN. AND MAX. VALUE OF X-AXISC IF PXHIN-PXMAX-0.0 THEN AUTOMATIC SCALE.C PYHIN/PYMAX - USER DEFINED NIN. AMD HAX. VALUE OF Y-AXISC IF PYM1N-PYMAX-0.0 THEN AUTOMATIC SCALE.C NPLOT - NUM. OF PLOTTING CURVE/GRAPH (MAX. 20)C NDATA • NUM. OF PLOTTING DATA/CURVE (MAX. 1000)C XDATA (NDATA) - XOATA OF 1-ST CURVEC YDATA (NDATA) > YDATA OF 1-ST CURVEC XDATA (NDATA) - XDATA OF 2-ND CURVEC YOATA <NDATA) • YDATA OF 2-NO CURVEC END OR IF YOU WANT NEXT GRAPH THEN REPEAT F«QW ATITLE DATA.CC...> •>>••*•••.**•*...•••>...••*.>.>•..*..«..•.«. .......*.........

cCOMMON /HLBRF1/ KRFM1, KRFM2/ KEXC, MRFM^ NRFM, IRFH(lO>, KAR&U)1 , NRFC(B), IRFC(10,B), RRFCC2,10#8)' KSYSUCOMMON /NLBPL1/ IAXESC2), KMESH/ KCVNAH, JCVNAM(20), 1CVNAM(5/2O>CHARACT€ft«« ICVNAHCONHON /C0MPL1/ AT 1TLE(IB),XXNAME(10),YYNAHE(10)• rXDATA( 50,20),YDATA( 30,20)COMMON /C0MPL2/ PXMIN,PXMAX,PYMIN,PYMAX,KLl*YL1,NPLOT,NDATA1 ,NDATAX(20), N6RAPHCOMMON /C0MPL3/ AMAT1(20),ANAME(20),UNAME(3)

COMMON /NAL/ NALPHACHARACTER>2 CNUH1(20)DATA CMUNl /• 1',' 2',' 3',' *',• 5*,' 61/' T t' B',1 9','10',

IPARH-1CC...PLOT INITIAL SETC...PLOT NODE SYMBOL

XXI - 178.5YY1 • 182.0DO 100 1*1,NPLOTYY2 • YY1 - (I-D-5.0FPN1» 1+0.005IF ( I .GE. 10 ) GO TO 90CALL NUM6ER<X)I1-2.O,YY2,2.4,FPN1 ,0.0,-1)GO TO 95

90 CONTINUECALL NUMBER(XX1-3.5,YY2,2.4,FPN1 ,0.0,-1)

JCVN- JCVNAM(l)IF ( JCVN.E&.O ) THENCALL SYMfiOL(XXl+ 5.0,YY2,2.4,ANAHE(I),0.0, 8)CALL SYMBQt.(XXl-*30.0,YY2,Z.4,A*A1VlU>*0.0, B)

ELSE

- 8 0 -

Appendix F (Continued)XX • XX1-.5.0CALL SY«.BOLtXX.YY2.2.t,KVNAIlCl,I).O.O.2O)

EHDIF100 CONTINUE

...SET msjoE BO* oRieia

CALLCALLCALLCALLCALLCALLIF (IF tCALL

PL0TC35.0.PLOT< 0.0.PLOTCPLOT!PLOT(PLOT(KHESH.1AXESCBEVPEN

XXXL1-XL1DO 150 1-1.YYHEIT- 20.1

CALLIF (

IF (

PLOTf IKDESH.

KNESH.

.0.LI.LI.>.O.E.O

30.0.-3)0.0. 31YL1. 2)Y L 1 . 1>0.0. 2)0.0. 2)> THEN

>.E«.O ) THEN1)

•

.0.a.i

a.2

FLOAT(I)

YYHEIT. 3 >) T

E

ISO CONTINUE

J.I )ELSE

THEN2 )ENDIF

ENDIF

END IFTHE*IF ( IAJESfD.Ee.0

YYYLI»YLIDO 200 1-1,9XXUITH- 20.0 • FLOAT I I )IF ( I.6T.7 ) YYYLW20.0CALL PL07( XXWITH. 0.0. 3 }IF ( KMESH.ES.l ) THENCALL DASHP { XXWITH. YYYL1

IF < KIIESH.Ea.2 >

1.1 )ELSE

THENCALL PLOT ( XXMTH. YY»L1, 2 )

EMDIFENDIF

200 CONTINUEENDIF

ENDIFCALL NEUPENU)VX» XL1VY. YL1

C...PLOT TITLEYTP«u»«-20.01F( NALPHA.EQ.4 > YTPNUH--22.51F( NALPHA.EB.5 ) YTPNUH--2S.0IF< NALPHA.Ea.6 > TTPNUH--27.5CALL 5YHB0L( 60.0.-11.0.3.0.XXNAHE.O..20)

CPL0T10<2)CALL SY«BOL<YTPNUH.YL1*»..3.0.YY«A>IE, 0..24)

CC...M1N..HAX.

Appendix F [Continued]

00 150 I-l.NPLDTIF ODATAXI) .HE. 1) GOTO *5CNDATAK11) - 2

YDATAt2.I) • YOATAd.I)ISO CONTINUE

IF (PXN1N.NE.0.0 .OR.PXHIX.NE.0.0) GOTO 500CALL EXHINXCKDATA(l.l). 5O.NPL0T.NDATAXtl). PKH1N* PXNAX)

SOS COKTHUEIF <PYM.IN.NE.0.0 .OR.PVHAX .NE.O.O) GOTO 600CALL EXMINX(YDATA<1,1), S0.DPL0T.NDATAXI1). PY«I«. PYKAX)

...DEFAULT YHIN - 0.0

IF CPYMIN.6E.0.0) PYM1N - 0.0600 CONTINUE...PLOT AXIS... X-AXIS

IF ( IAXESC1).E8.0 ) THENDX1 - (PXHAX-PXMIN)/5.0CALL AXFUNK0X1.SDX, ISUFX)DX • sox>;.o/vxPXHAX1 - PXHIN •» SDXa5.0PXM1M1 - PXN1NCALL PLTAX2<1.VX.PXHIN1.PXMAX1.SDX.ISUFX)

ELSEIF ( IAXESC1KE0.1 ) THEN

OX * CPXHAX1-PKMIND/VXCALL PLTLGV< XDATA<1.1) , SO.NPLOT.NDATAX(l))

ENDIFENDIF

... Y-AXIS

IF < IAXESC2).Efi.O ) THENIF (PYHIN.6E.O.0) GO TO 650TYH1 • -PYHINDY1 s PVHAX/3.0IF tOYl.LT.TYHl> CALL AXFUN1(TYM1.SDY.ISUFY)IF <OY1.6E.TYK1> CALL AXFUH1IDYI .SOY.ISUfY)PYMAX1 • SDY*3.0PYMIN1 - -SDY

6S0 CONTINUEDri • (PrMAX-PYHI«)/4.0CALL AXFltNKDYl.SDY.ISUFY)PYHAX1 - PYMIN • SOY«4.0PVM1N1 > PYHIN

660 CONTINUEDY * SDYcA.O/VYCALL PLTAX2(2,VY.PYMIN1.PYHAX1,SDY,1SUFY)

ELSEIF ( IAXES<2).EQ.l ) THEN

- 81 -

Appendix F IContinutd)

CALL PLTLGVC YOATA(l'l) , SOrNPLOT'NPATAXCl})

60 TO A80

60 TO 690

cz

cc

c

ccc

..PLOT CURVE

DO BOO 1*1sNPLOT

YOATAfNDATAYOATAtNDATA

*BO CONTINUE

...CONSTANT VALUE

XDATAO*XDATA<2,X[>ATA(3fXDATAC4*YDATAC3/YDATAC4*NDATA

690 CONTINUE

tS)

1)I)1)I)I)I)

• 1,• 2/

. p

* p

a P

* 0

* D• 2

I)-OXD-PYNXN1I)-Ot

XH1N1XH.AX1XHIN1

YMIN1

IF< ( NDATAXCI).GE.O .AND. KARG(4).GT.O >• .OR. < NOATAXCI) .LT.O .AND. KARSUKNE.O >* . 0 R . < NDATA .E4 .2 .AND. X D * T A ( 9 , I > . E 0 . - 9 9 9 9 . ) )* THEN

CALL NEWPEM(2)CALL L I N E ( X 0 A T A ( l r l } ' Y O A T A ( l W } r N D A T A / l / O - I D H Y )

TTHP1-NDATA/6

DO 700 KKK-1-NDATA,2

CALL SYMBOL (TX,TY,2.O,CNUMlCn,O.x2)700 CONTINUE

CALL NEWPEM<2)

CALL NEWPEN(l)


CC- . -RESET ORIGINC

CALL PL0T<-35.0,-30.0>-3>RETURNEND


SUBROUTINE AXFUH1CDX1,SDX,ISUF)O

AXIS FUNCTION (ROUND NalOa'ISUFX >

TX - ALOGIO(DXI)IF <TX.LT.0.0) TX • TX-1.0KX1 • IFIX(TX)ISUFX - KX1SX1 • FL0ATCKX1)F > DXl/(10.0»aKXl)

If (F.ST.5.0)IF (F.GT.A.O)IF (F.6T.5.O)IF (F.GT.2.0)IF (F.67.1.0)

60 TO60 TO60 TO60 TOGO 70

100200300

i CONTINUESDX - J0.0--CSX1+1.0)RETURN

CONTINUESDX - 5.O*10.Oa«SXlRETURN

CONTINUESDX > 4.0«10.0»«SXlRETURN

< CONTINUESDX > 3.0*10.0**SX1RETURN

500 CONTINUE

RETURNEND

-82~

Appendix F (continued]

SUBROUTINE PLTAX2(IXY<ALEN'XIIIN*XHAX/SD'1SUF)

IHPUTIKY

( 0RlfilN-<0.0/0.0) )

1 XAX1S / -2L£«6T« OF AXISKIK. OF AXISHAK. OF AXIS

10.0*a 1SUF

ccc

cc . . .c

ccc

1 0 0

1X1 • 1SUFKX1 • ISUFKX2 • KX1-2

IF (KX1.EQ.0) KX2 >IF ( K X l . E a . l ) KX2 -

OELX • SDIF C1XY.EG.2)

0> • KLEN/5.0DO 100 1 .1 ,207X-D4U1IF (IX.GE.JkLEK)CALL *LOT(TX,1 .0 ,3 )CALL PL0T<TX,-1.0,2>CONTINUE

KX1KX1 - 1

GOTO

GOTO

DO 200 1-1,20TX-DAMI-D-3.0TV—5.0IF ( TX .6T.ALEN)TN-XMIN-* DELX«(I-1>IF (ZX1.LE.-2) TN-CALL WUMBERCTX,TY,3.0^

200 CONTINUE

IF (1X1 .G1.-2) GOTO 300CALL StHBOLi ALEK +J0.,-5.0/3.0,•CXtO >'/0.0*7TN-1X1CALL MUHBERf ALEN + 1 0 - * 1 2 . , - 3 . 0 / 2 . O # T N ^ O . O # - 1 )

300 CDNTIKUE

*00 CONTINUECC...PLOT Y-AXIS

App«ndix F (Continued)

GOTO 700

DO 500 1-1.20TV>DA*IIf (TT.GE.ALEH)CALL PL0T<-1.0/TY/3)CALL PLOT< 1.0»TY,2)

500 CONTINUE

GOTO 500

TPNUM6--15.0IF<KALPHA.E0.3) YPNUNB>-17.0IFCNALPHA.E6.4) YPNUMB>-19.SIf(NALPHA.EO.S) YPNUHB--22.5IF(NALPHA.EQ.6) YPNUHB--2S.0

CCc

DO 600 1-1,20TX--12.0TY»DA«(I-1)-1 .0IF ((TY KGT.ALEN) GOTO 600ru'xnm-* DELX«<I-DTN " TN.10.0 ••(-KX2>CALL MUHBEfKTX/TV/S.CTNfO.O,-!)

GO TO 600S50 CONTINUE

CC...PLOT X.XXC

CALL NUMBER<YPNUHB* TY*3.0*TN*0.0#HMKUM )600 CONTINUE

If (KXZ.tQ. 0) GOTO 700CALL SYK90L(-20.0, ALEN +1.0*3.0/'(K10 )'/0.0/7)TN>KX2CALL HUNBERC -8.0/ ALEN *5.O»2.O*TN*O.O,-1>

CCPLOTlOfl)C

700 CONTINUEWRITE<50,6000)WHITE(50*6010) IXY,ALEN,XM1N,XMAXWHITE f50,6020) IX1,D£LX,J>ASKX1,KX2

6000 FOftNATCOV ' HIV PLOTAX CHECK LIST ••* ')

1 3X/'HAX-'.E12.4)6020 FORMATC1 •, ZX,'1X1-'> I 5/3Xv'

1 E32.4^3X'"DA»'^E12.4> ' KXl-'-IS*' KX2-VI5RETURNEND

- 83 -

SUBROUTINE PLTAXL CICXY, AXLEH. XHIN.XHAK, XM.1N1, INAXD

COMMON /COMPL

COKMOM /WLCHARACTER*

NDATA/ NDATAX<20>/

1CVNAM

. NPLOT

1CV14A«(5,2O)

DATA EPSO

C* LAIF ( XMlN.GE.t.O ) THENLA • ALOG1O CXMIN)

ELSEIF ( XHIN.LE.EPSO ) THEKLA • 0

ELSELA - ALDG30 (1.0/XMIN)LA - -<LA*1>

EHD1FENDIF

C* LBIF ( XMAX.GE.1.0 ) THENLB - ALOG1O <KNAK]D • 10.••LBD « XHAK-DIF < D.ST.EPSO ) LB - LB + 1

ELSELB • ALOG10 (1.0/KHAX)LB - -LB

ENDIFC

XMIN1 - LAXMAX1 - LBXD - XMXl-XMlNlIF ( MD.LE.EPSO ) GOTO 900XO - AXLEN/XDL - LA-1N - LB-L

C60TO ( 100,200 )/ KXY

CB X AXIS100 Y M TL1

DO 140 1-1,NL • L + l« - LX10 - 1O.««LXN - (V-XHINl)aXDCALL PLOT CXN, 1.0/5)CALL PLOT (KM,-1.0^2)CALL SYMBOL <XN-4.5,-5.S/3.0/'10'./0..- 2)

CPL0T10O)CALL NUMBER U N ,-3.5,2.0,)! ,0.,-l)

CIF ( I.EQ.l .OR. I.EQ.N ) 6D TO 110IF < KMESH.NE.O ) THENIF < XN.GT.XXL1 ) Y • TYL1CALL PLOT tX«,f,3>IF ( KNESH.EQ.l ) CALL DASHP < XN, 0.0- 1.1IF t KMESH.ES.2 ) CALL PLOT ( XN* 0.0/ 2 J


ENDIF

GOTO 140110 IF < I.GE.N )DO 120 J-2,9XJ • J»X10II • (AL0G10 (XJ> -XHIND.XDCALL PLOT (XX, 1.0,3>CALL PLOT (XX,0.0/2)


IF < KHESH.NE.O ) THENCALL PLOT (XXLI,YLI,3>IF < KHESH.EB.L) CALL DASHP ( XXL1, YYL1,IF ( KHESH.E«.2> CALL PLOT ( IXL1. YYL1.

1.1 )2 >

GOTO 900Y AXIS

XL1

L'10 • 1O.«"L

- IA8S (L>- LAA

IF ( L.LT.O ) MA • HA • 1C

IN • -HAS2.O-B.5YN • (Y-XtlINl>.XOCALL PLOT < 1.0/YH/S)CALL PLOT (-1.0/YH 2)CALL SYNBOL (KN ,YH-2.0,3.0/•10',0./

CPLOTlO(l)CALL NUMBER CKN+4.5/YN ,2.0,Y

IF ( l.EO.l .OR. I.Et.N ) EO TO 210IF < KHESH.NE.O ) THENIF ( YN.6T.YYL1 > X . XXL1CALL PLOT CX/YN/3)IF ( KHESH.EQ.l 3 CALL DASHP ( 0.0/ YN/ 1IF < KHESH.Ea.2 J CALL PLOT ( 0.0, YN, 2

210 IF ( I.GE.N )DO 220 J-2/9YJ - J«V10

EHCIFGOTO 240

CALL PLOT (1.0/YY/3)CALL PLOT (0.0/YY/2)


IF ( KHESH.HE.O > THENCALL PLOT (XL1/YYL1/3JIF ( KHESH.EQ.l) CALL PASHP { XXL1, YYL1/

ENDIF

900 RETURNEND

- 84 -

SUBROUTINE PLTLGV 1 POATA ,HPD.NPLOT,NDATAP>DIMENSION POHJH.tHfO.il • «D«T«P(1)IF I NPLOT.LE.O > GOTO 900DO 200 1-1,"PLOTMOATlt > I«6S <«0A?AP(I>>IF < NDATA.Et.O > N&ATA • 2DO ISO J-1,«DATAIf < P0»TA(J-I>.LE.O. > 7KE«P D A T A U / D - 0 .

ELSE

150 CONTINUE200 CONTINUE900 RETURN

END

SUBROUTINE 0TLISTCLU1.LU2)DIKERSION IAI20)REMIND LU1« « 1L • 51

15 IF I L -LE. SO ) CO TO 30JO WHITE(LUJ/J)

HRITEaUJ/3) < I. I'l/t >UR1TE(LU2,OL * 1

30

40

50

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- 8 5 -


Appendix G Data Library

DATA

>EQ. NO.

123456

a9

10111213141516171819202122232425262728293031323334353637363940123

,i,

5»6,7

8

SO

MAT

REFSSR

HAT

REFSSR

HAT

REFcon

SSR

MAT

1 2

•AISC1020"0. 0. 0.1 'R-7'293.,C,,1+1.£-2/10/0.01

0.22

•S45C0. 0. 0.

1001/0.0.

223..0.794..0.

1002/0.0.

2 'R-24','R-25I

293.-T/,36.3E-4/ 9/0.003

0.0950.26

374.,711.,724.

4.2E«2.10.O.OO61 591.,0.0490.22

861.,903.,

1.5E«3,10,0.0061 591.,

0.22

•STEEL'0. 0. 0.1 'R-36'

946.,

0.

•C 0.14, SI 0.20, HN 0

2.0E-4, 4,0.0025.0E-3,14,0.002

0.100.20

3.0E-l,14,0.0020.100.20

4.3 , 4,0.0023.7E»2,14,0.002

0.100.20

293.,T,,5l.OE-3, 3/0.0021.2E-2/11.0.002

0.100.20

l.OE-1,11,0.0020.100.20

1.2 , 3,0.0021 .1E+2,10,0.002

0.10

•STEEL 1

181.,181.,427..529.,241.,458.,563.,310.,431.,525.,599.,

228.,228./412./SOO.232.,444 . ,522.294.,414 .,515.,

1004,0,

0/0/0

4

0

,1

02 379.,0.05 61129 840.,0.36 841

0,0/0 ,1

0.009 349., 0.0.14 757., 0.

0.0096 900., 0.0.095 938., 0.0.25 818.

.,0.

.,0.

0318

015614

0.0115 1100., 0.0185

0.26

.49,

0.10.020.120.250.020.120.250.10.020.120.25

0.10.020.12

0.020.12

0.10.020.12

0,0,0

815.

P 0.008. S

430.. 0.2228., 0.04456., 0.14558., 0.30216.. 0.04483.. 0.14593.. 0.30482.. 0.20448,/ 0.04544.. 0.14627., 0.30

409., 0.2261., 0.04436., 0.14

299., 0.04466./ 0.14

499./ 0.2448./ 0.04530., 0.14

,3

5

11 717.,0.1651 836.,0.69

525.,784.,

659.,955.,

726.,

0.013, NI

526.291.481.573.336.506.612.570.469.555.647.

499.317.456.

350.483.

537.466.541.

, 0.3, 0.06, 0.16/ 0.35, 0.06, 0.16, 0.35, 0.3, 0.06, 0.16, 0.35

, 0.06, 0.16

. 0.06, 0.16

, 0.06, 0.16

0.0490.22

0.030.18

0.030

0.04 •

593.341./500./583.383./529./625.634.498.,572.,666.

354.,473.,

385.,498./

483.,551.,

6

0

767.0857.0

610.780.

795.946.

80S.

0.080.18

0.O8o.ia

0.080.18

0.080.18

0.080.18

0.080.18

389515

425545

507586

389492

419509

49855S

a-5 0

5 o 5 0 5 0 5 0 5 0 5 - -1 2 3 4 5

. - 0 5 0 ! 08

Appendix G (Continued)

DATASEQ. NO.

5152535455565758596061626364656667686970

74757677787980818283S48586878889909192939495969798

1 2 3 4 5 6 75 o 5 0 5 0 5 0 5 0 5 0 5 0

0. 0. 0. 0.KEF 1 'R-36'COM 'C 0.14, SI 0.20, HN 0.49, P 0.008, S 0.013/ HI 0.04*SSR 373.zT,,3

l.OE-3, 1,0.002 196.1.2 . 1,0.002 273.1.1E42/ 1/0.002 342.

SSR 473.,T,.5l.OE-3/ 1/0.002 206.1.2E-2, 1,0.002 195.l.OE-1, 1,0.002 185.1.2 , 1/0.002 226.1.1£*2, 1,0.002 294.

SSR2 195. . C , 3, 50.002, 0.05, 0.10, 0.15, 0.20

5.OE-3. 5, 238. 373.3.0E-1, 5, 327. 423.3.7E*2, 5, 521. 555.

85 0

481. 537. 578.502. 556. 595.591. 621. 647.

HAT

>EFCOHSSR

SSR

SSR

REFCOHSSR

•STEEL' 1005.0,0,0,0,30. 0. 0. 0.1 •11-52'•C 0.32, SI 0.24, HN 0.62/ S 0.037, P 0.025 : PRESSURE TEST HACH1NE'189. ,C, ,11.0E-6, 6,0.002 344. , 0.015 388 . , 0.02 430. , 0.025 467. ,

0.03 499 . , 0.035 528.232. ,C. ,1l.OE-6, 7,0.002 310. , 0.01 328. , 0.015 360. , 0.02 396./

0.02S 4 3 3 . , 0.03 4 6 0 . , 0.03S 486.2 8 8 . / C . . 1l.OE-6- 7 ,0 .002 2 7 6 . , 0.01 2 9 8 . , 0.015 3 3 5 . , 0.02 3 6 7 . .

0 . 0 2 5 3 9 9 . , 0 . 0 3 4 2 8 . , 0 . 0 3 5 4 5 2 .

'STEEL '0 . 0 . 0 .1 ' R - 5 2 ''C 0 . 3 2 . S I 0 . 2 4189 . -C ,2260. / 1/0.002 827.350. / 1/0.002 827.232.,C,,3260. , 1,0.002 717.380. , 1,0.002 723.470. , 1,0.002 737.288. ,C,3440. , 1,0.002 634.570. , 1,0.002 641.670. , 1,0.002 64B.

1006,0/0,0,0,30.

HN 0 . 6 2 , 5 0 . 0 3 7 , P 0 .025 : FALL'

H»T 'STEEL' 1007,0,0,0,0,1

5 o 5 0 — --5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7

•5 08

- 86 -



DAT* ] 2 j * 5 6 7 •

Stft. MO. 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0

101 0 . 0 . 0 . 0 .102 REF 1 •R-S3"103 COM 'C 0.21, SI 0 .07 , KH 0 .72. S 0 . 0 2 . P 0 .03 , NO 0.014'104 SSR 2 9 3 . , C , , 7105 1.0E-4, 8,0.002 256..0.002 21.1,., 0.01 249. , 0.02 JOS., 0.03 350. .106 0.04 385., 0.0! 412. , 0.06 437.107 135. , 1.0.002 693.106 455. , 1.0.03 553.109 474. , 1.0.04 580.110 663. , 1.0.02 545.111 660. , 1.0.01 552.112 944. . 1.0.0111 540.113 .114 MAT 'STEEL' 1006,0,0,0,0,1115 0 . 0 . 0 . 0 .116 FIEF 1 ' R - S 5 '117 COM 'C 0 . 1 9 . MN 0 . 6 . P 0 . 0 1 3 . S 0 . 0 1 7 '118 SSR 2 9 3 . , C . . 4119 3 . 8 E - 4 . 6 , 0 . 0 0 2 2 2 4 . . 0 . 0 2 2 5 1 . . 0 . 0 4 3 2 - 4 . . 0 . 0 8 4 1 5 . . 0 . 1 2 4 6 5 . .1 2 0 0 . 1 6 5 0 3 .1 2 1 1 . 5 E - 2 , 4 . 0 . 0 0 2 2 4 3 . . 0 . 0 4 3 3 9 . . O.OS 4 3 0 . . 0 . 1 2 4 8 3 .122 4 . 3 E - 1 . 4 , 0 . 0 0 2 3 0 8 . , 0 . 0 4 3 8 3 . . 0 . 0 8 4 8 1 . . 0 . 1 2 5 4 2 .123 3 . S E * 2 . 6 , 0 . 0 0 2 5 1 8 . . 0 . 0 2 5 2 0 . , 0 . 0 4 5 7 4 . . 0 . 0 8 6 2 4 . . 0 . 1 2 6 6 2 . .124 0 . 1 6 6 8 5 .125 .126 HUT 'STEEL1 1009.0.0,0.0.1127 0. 0. 0. 0.128 KEF 1 '11-56'129 COM 'C 0 .20 , HH 0 .73 . P 0.020. S 0.018'130 SSR2 2 9 3 . . O . 2 , 7131 0.01. 0.02, 0.03. 0.04, 0.05, 0.06, 0.07132 1.0E-4. 7, 203. 260. 318. 351. 379. 405. 424.133 90. . 7, 494. 465. 4«1. 507. 539. 561. S76.134 •1 3 5 MAT ' S S 4 1 ' 1010,0,0,0.0.5136 0 . 0 . 0 . 0 .137 KEF 1 'R-86 '138 COM 'KA«A2A«A UIHVERS1TV TEST DATA'139 SSR2 2 9 3 . . C I O , 2 0140 0.01,0.02,0.03.0.04.0.05,0.06.0.0 7,0.08,0.09,0.10,141 0.11,0.12.0.13.0.14.0.15.0.16.0.17,0.18.0.19,0.20142 2.0E-4.20, 259. 276. 31B. 350. 376. 395. 415. 430. 447. 456. ,143 467. 47B. 489. 49S. 508. 512. 522. 527. 531. 539.144 2.0E-3.20, 270. 27B. 319. 353. 378. 402. 424. 439. 459. 4 7 0 . ,145 481. 493. 505. 511. 525. 532. 539. 543. 547. 557.146 2 .0£-2 ,20 , 298. 295. 321. 360. 392. 413. 431. 453. 468. 4 8 0 . .147 493. 504. 514. 525. 534. 542. 550. 559. 566. 570.146 2.OE-1.20. 319. 312. 330. 368. 400. 424. 450. 467. 481. 496 . ,149 510. 521. 531. 542. 550. 561. 567. 575. 5B0. 5B6.150 1.1 . 2 0 , 366. 343. 343. 371. 398. 421. 443. 464. 484. 500 . ,

5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 S 6 7 8


DATA 1 2 3 * 5 6 7 8SEQ. NO. 5 0 5 — * - 0 5 0 5 0 5 0 5 0 5 0 5 0

151 512. 527. 536. 545. 553. 561. 567. 574. 578. 585.152 1.4 ,20. 392. 352. 356. 386. 416. 446. 470. 489. 506. 525..153 5«6. 553. 567. 576. 585. 591. 600. 402. 608. 609.154 15. .12. 4«5. 444. 416. 427. 444. 465. 487. 509. 520. 526..155 537. 541.156 280. .15. 459. 455. 474. 493. 519. 535. 551. 564. 576. 600..157 610. 628. 637. 639. 640.15B 420. .13. 48B. 471. 494. 513. 536. 356. 374. 587. 603. 613..159 622. 632. 631.160 500. .20. 470. 479. 497. 522. 542. 562. 573. 588. 6O0. 612..161 623. 632- 640. 648. 664. 676. 676. 712. 720. 727.162 SS»2 473..C.4.20163 0.01,0.02,0.03.0.04.0.05.0.06.0.07.0.08,0.09, 0.10,164 0.11,0.12,0.13,0.14.0.15.0.16.0.17,0.18.0.19,0.20165 2.1E-4.13. 242. 296. 354. 390. 410. 433. 451. 471. 491. 504..166 515. 528. 537.167 4.2E-2.16. 251. 262. 292. 325. 345. 360. 379. 390. 400. 412.,168 421. 431. 434. 440. 446. 448.169 0.63 ,20. 261. 281. 314. 339. 364. 381. 397. 410. 422. 434.,170 443. 449. 456. 465. 472. 4B0. 483. 491. 500. 500.171 400. ,12, 368. 381. 413. 439. 465. 484. 502. 522. 538. 555.,172 S65. 579.173 SSR2 373.,C,4,14174 0.01.0.02.0.03.0.04.0.05.0.06.0.07.0.08.0.09.0.10,175 0.11,0.12.0.13.0.14176 2.1E-4.13, 268. 299. 339. 364. 390. 408. 424. 438. 453. 462.,177 473. 483. 490.178 4.2E-2,14, 272. 286. 324. 357. 381. 402. 417. 431. 445. 457.,179 462. 474. 483. 495.180 0.63 .13. 297. 36B. 415. 446. 470. 492. 511. S22. 531. 547.,381 556. 567. 569.182 370. ,11, 409. 422. 437. 467. 488. 507. 526. 543. 562. 568.,183 576.184 SSR2 273.,C,4,15185 0.01,0.02,0.03,0.04,0.05,0.06,0.07,O.OB,0.09,0.10.186 0.11,0.12,0.13.0.14,0.15187 2.1E-4.14, 242. 259. 295. 326. 348. 371. 391. 404. 418. 427.,188 440. 445. 456. 459.1B9 4.2E-2,13, 311. 315. 350. 382. 423. 441. 468. 484. 500. 519.,190 527. 547. 555.191 0.63 ,15, 305. 298. 322. 355. 382. 399. 426. 441. 457. 471.,192 484. 493. 499. 509. 509.193 300. ,15, 487. 484. S09. 528. 546. 568. 583. 595. 600. 639.,194 649. 659. 664. 677. 676.195 SSR2 223.,C,,4,17196 0.01,0.02.0.03,0.04,0.05,0.06,0.07,0.08,0.09,0.10.197 0.11,0.12,0.13,0.14,0.15,0.16,0.17198 2.0E-4.15. 267. 276. 316. 351. 383. 405. 423. 441. 454. 468.,199 485. 493. 506. 521. 536.200 4.1E-2-14, 303. 304. 341. 375. 404. 431. 459. 469. 4BB. 507.,

5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8

- 8 7 -

Appendix C (Continued)

OATA 1 2 3 4 5 4 7 8SEO. « 0 . 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0

201 519. 550. 5*3. 565.202 0.61 ,17, 338. 337. 343. 371. 397. 427. 447. 462. 483. 501. .203 SOe. 519. 539. 548. 563. 571. 567.204 230. . I t . 624. 595. 595. 604. 629. 649. 664. 70S. 710. 722 . .205 732. 7 4 1 . 748. 749.206 •207 HAT 'S35C 1011.0.0.0.0/1208 0. 0. 0. 0.209 REF 1 •R-861

210 COX 'KANA2AVA UNIVERSITY TEST DATA'211 SSR2 2 9 3 . , C , 10,20212 0.01.0.02.0.03.0.04.0.05.0.06.0.07.0.08,0.09.0.10.213 0.11.0.12.0.13.0.14,0.15.0.16.0.17.0.18,0.19,0.20214 2.1E-4,2O. 288. 347. 408. 451. 485. 514. 537. 552. 571. 586..215 600. 609. 623. 633. 640. 649. 657. 662. 669. 675.216 2.1E-3.20, 293. 348. 413. 454. 494. 521. 546. 563. 580. 598.,217 610. 620. 634. 642. 651. 659. 668. 686. 687. 690.218 2.1E-2.20, 305. 360. 424. 468. 505. 537. 560. 579. 598. 613. ,219 628. 638. 648. 661. 668. 674. 684. 695. 700. 707.220 2.1E-1.20, 336. 385. 437. 488. 523. 554. 581. 602. 620. 635..221 650. 660. 670. 679. 690. 697. 703. 712. 718. 723.222 1.0 ,17, 414. 403. 448. 495. 554. 563. 593. 615. 634. 64?..223 664. 672. 642. 691. 696. 698. 704.224 1.3 ,20, 435. 412. 445. 496. 537. 571. 604. 619. 639. 653. ,225 672. 680. 691. 700. 709. 715. 722. 728. 730. 733.226 13. ,13, 427. 445. 486. 529. 568. 602. 640. 655. 676. 688. ,227 699. 714. 72*.228 200. ,13, 52*. 535. 566. 616. 640. 662. 676. 689. 700. 720.,229 738. 749. 753.230 300. ,15, 554. 562. S61. 618. 646. 670. 687. 706. 723. 733. ,231 745. 761. 777. 791. 792.232 430. ,20 , 539. 552. 598. 630. 657. 683. 696. 721. 735. 752.,233 760. 771. 784. 785. 823. 841. 843. 854. 858. 669.234 >235 MAT 'S45C 1012,0,0.0,0,5236 0. 0. 0. 0.237 REf 1 'R-66'238 COM 'KANAZAWA UNIVERSITY TEST DATA'239 SSR2 2 9 3 . , C I O , 2 0240 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.06,0.09,0.10,241 0.11,0.12,0.13,0.14,0.15,0.16,0.17,0.18,0.19,0.20242 2 .1E-4 ,20 , 353. 402. 461 . SOS. 539. 564. 588. 60S. 622. 637 . ,243 652. 662. 676. 682. 691. 696. 706. 715. 725. 730.244 2 .1E-3 ,20 , 353. 402. 470. 515. 554. 578. 603. 622. 637. 6 5 2 . .245 671. 661 . 696. 706. 715. 725. 730. 740. 750. 760.2*6 2 .1E-2 .20 , 372. 417. 480. 524. 564. 596. 617. 637. 657. 6 7 1 . ,247 682. 696. 711 . 720. 725. 735. 745. 750. 760. 749.2*8 2.1E-1,2O, 392. * 3 1 . 495. 544. 578. 613. 637. 657. 671 . 6 9 1 . ,249 706. 715. 725. 735. 7*5. 750. 760. 769. 774. 784.250 0.99 , 1 5 , 461 . 441 . 490. 539. 578. 608. 637. 657. 676. t i l . .

5 o 5 o 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 6


DATA 1 2 3 4 5 6 7 8S E « . HO. 5 0 5 0 5 0 5 0 3 0 5 0 5 0 5 0

251 706. 720. 730. 735. 745.252 1.3 ,18, 470. 451. 519. 559. 598. 637. 666. 686. 706. 725.,253 735. 7S0. 760. 769. 774. 784. 789. 794.254 13. , 1 1 , 490. 500. 519. 5«6. 637. 665. 696. 715. 725. 735.,255 745.256 150. .10, 608. 588. 603. 642. 686. 706. 725. 735. 764. 774.257 300. .14, 598. 588. 627. 666. 695. 725. 7S0. 774. 804. 823.258 633. 843. 847. 852.259 400. ,20, 586. 608. 637. 676. 711. 735. 760. 779. 798. 813.,260 828. 837. 853. 862. 892. 902. 907. 911. 921. 921.261 SSR2 473 . ,C ,4 ,15262 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.09,0.10,263 0.11,0.12,0.13,0.14,0.15264 2 . 1 E - 4 . 1 1 , 304. 392. 446. 485. 519. 549. S68. 583. 596. 6 1 7 . ,265 627.266 4 .1E -2 ,12 , 314. 372. 421 . 461. *9S. 519. 534. 5*9. 573. 5 7 8 . .247 588. 597.268 0.62 , 1 5 , 343. 392. 441 . 480. 510. 529. 549. 564. 578. 5 9 3 . ,2<9 608. 617. 626. 632. 637.270 340. , 9, 420. 441 . 490. 539. 578. 603. 627. 647. 657.271 SSR2 3 7 3 . , C , 4 , 1 4272 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.09,0.10,273 0.11,0.12,0.13,0.14274 2 .1E-4 .13 , 343. 392. 441 . 460. 515. 539. 559. 573. 593. 603 . .275 613. 627. 632.276 4 .2E-2 .12 . 353. 402. 461 . 508. 539. 568. 588. 608. 617. 632.277 642. 652.278 0.63 ,14, 363. 392. 451. 490. S19. 549. 568. 566. 603. 622.,279 632. 642. 646. 650.280 250. , 7, 510. 529. 576. 613. 657. 681. 696.211 SSR2 273. ,C ,4 ,15282 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.06,0.09,0.10,213 0.11,0.12,0.13,0.14.0.15284 2.1E-4.12, 343. 363. 417. 480. 505. S29. 554. 566. 583. 596.,285 617. 632.286 *.2E-2,14, 402. 397. 470. 524. 563. 598. 627. 652. 676. 696.,267 706. 723. 740. 750.288 0.63 , 15 , 343. 363. 417. 456. 495. SIS. 539. 564. 573. 588 . ,269 603. 613. 622. 627. 627.2»0 180. , 1 1 , 637. 603. 622. 657. 696. 725. 745. 755. 769. 7 7 9 . ,291 76* .292 SSR2 2 2 3 . , C , 4 , 1 62 93 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.09,0.10,294 0.11,0.12.0.13.0.14.0.15.0.16295 2.2E-4.14, 343. 392. 451. 490. 529. 559. 578. 603. 613. 617..296 417. 657. 666. 671.297 4.3E-2.10, 353. 392. 451. 500. 539. 568. 588. 617. 627. 647.298 0.65 ,16, 412. 407. 461. 515. 554. 583. 608. 637. 652. 6 7 1 . ,299 691. 701. 711. 725. 735. 740.500 110. ,10, 755. 740. 76*. 774. 78*. 813. 828. 833. 835. 838.

5 o 5 o 5 o 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 B

- 88 -


813.

794.818.867.

907.

823.

677.

921.


DATA 1 2 3 4 5 6 7 6SEO. NO. 5 0 5 0 5 0 5 0 S 0 5 0 5 0 5 0

301 *302 HAT 'S55C 1013.0.0.0,0,1303 0. 0. 0. 0.304 KEF 1 'B-86'305 COH 'KANAZAMA UNIVERSITY TEST DATA'306 SSR2 293. , O . 10, 20307 0.01,0.02,0.03.0.04.0.05,O.Ot,0.07,O.OB.0.09.0.10,308 0.11.0.12,0.13,0.14,0.15,0.16,0.17,0.16,0.19,0.20309 2.06-4,16, 372. 470. 539. 593. 637. 671. 696. 715. 730. 745.,310 755. 769. 784. 794. 804. B09. Bl«. $23.311 2.0E-3,18. 373. 471. 5*4. 603. 647. 676. 706. 725. 740. 755.,312 770. 779. 794. B04. 813. 823. 82B. B33.313 2.OE-2.2O. 358. 436. 524. 588. «42. 676. 711. 730. 750. 769.,314 789. 799. 809. 818. 828. 838. 848. B53. 862. 862.315 2.0E-1.20, 402. 446. 529. 598. 652. 696. 720. 750. 769. 784.,316 799. 813. B23. 833. 848. 853. B62. 872. 877. 882.317 0.99 ,13. 470. 490. 559. 613. 662. 706. 725. 750. 774. 789.,318 804. 813. 823.319 1.3 ,17, 490. 4B0. 568. 647. 696. 735. 764. 794.320 843. 862. J72. 877. 812. 882. 887.321 10.5 , 9, 510. 558. 627. 686. 725. 764. 784. 794.322 140. , 9, 627. 637. 686. 740. 774. 794. 809. BIB.323 260. ,12, 637. 647. 6B6. 735. 774. 804. B28. 858.324 887. 892.325 350. ,18. 696. 676. 725. 774. 813. 833. 858. 887.326 941. 960. 970. 985. 990. 1000 1005 1010327 •328 HAT 'STEEL' 1100.6.6.0.0.0329 12.1E-6, 211400., B1600., 0.293330 12.1E-6 293.- 12.1E-6 373., 12.9E-6 473., 13.BE-6 673.,331 14.5E-6 873., 14.6E-6 1073.332 192000. 294.1, 191000. 366.3, 186000. 477.4, 178000. 588.6,333 162000. 699.7, 106000. 810.8334 •335 HAT -SUS302' 2001,0,0,0,0,3336 0. 0. 0. 0.337 KEF 1 'R-l'338 SSR 273. ,C,3339 4.0E-1, 1,0.69 513.340 2.0E+1, 1,0.69 555.341 2.0E-.2, 1,0.69 596.342 SSR 473.,C,3343 4.0E-1, 1,0.69 345.344 7.0 , 1,0.69 353.345 6.0E-H, 1,0.69 373.346 SSR 673. , C , 6347 4.0E-1, 1,0.69 237.348 1.6 , 1,0.69 245.349 7.0 , 1,0.69 256.350 2.0E«l. 1,0.69 266.

5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 6


0 5 0DATA

SEB. NO.

35135235335435535635735S3593603613623633643653663673683693703713723733743753763773783793B03613S238338438538638738838939039139239339439 S39639739S399400

1 2 3 4 5 65 0 5 0 5 0 5 0 5 0 5 0-

mHAT

KEFSSR

k

HAT

KEFSSR2

SSR

SSR

SSR

SSK

SSR

SSR

6.0E«l,2.0E«2.

'SUS303'0. 0.1 '«-]273.0-T,1.2E«2,2.6E-.2.2.71*1,4.5E*2,4.6E«2,4.7E«2,6.8E+2,6.9E42,9.1E*2,

•SUS304'0. 0.1 'K-l294.-C

1.0E-4,l.OE-1,1.0 ,1.OE+1,I.0E-.2-398.1 ,630.96,1.0E»3,294.-T,,4.0E-5,4.15E-5-4.0E-4,366.,T,,4.2E-5,4.5E-4,373..T,,4.2E-5,4.5E-4,473.-T-.4.8E-5.5.0E-4,477.,T,.4.8E-5.5.OE-4.533..T,,4.7E-5,4.6E-4,4.6E-3,

11

412111112

•

8

3333333333412112112112113211

.0.69

.0.69

0.

9. 0.41. 0.46, 0.43, 0.47, 0.45, 0.44, 0.47, 0.44, 0.45

0.

,30.D1

, 255., 307., 331., 365.. 403.. 441., 441 ., 441 .

, 0.S4, 0.57, 0.50

. 0.47

. 0.47

, 0.47.0.47

.0.34, 0.38

. 0.34

. 0.38

. 0.36

.0.39, 0.38

290.309.

2002,0,0.

1047.,1129.1105.,1240.1156.1190.1165.1191.1292.,

2003,0,0.

, 0.02,293.346.372.410.452.483.463.483.

994.,1032.,660.

747.706.

747.706.

590.SB3.

590.583.

555.,581.565.

0,0,0,

0.44

0.44

0.46

0,0,0.

0.04359.414.434.472.510.538.538.53B.

0.570.59

0.39

,1

1196., 0.45 1156., 0.46 1283

1145.

1210.

.10

956., 0.62 1000.1037., 0.60 1033., 0.62 1022

604.

5 o 5 o 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 B

~ 8 9 -



DATA 1 2 3 1 5 6 7 6SES. HO. 5 0 3 0 5 0 5 0 5 0 5 0 5 0 5 0

401 SSB 589.,T,,2402 5.9E-5. 1, 0.J3 606.105 4.7E-5, 1, 0.35 6 U .tOt SSR 623.,T,,14O5 4.7E-4, 1, 0.36 661.106 SSR ?00.,T,,5407 6.0E-5, 1/ 0.32 590.408 4.BE-5. 1, 0.33 595.409 4.6E-5/ 1/ 0.3B 605.(10 4.6E-4, 1, 0.38 574.ill 4.6E-3, 1, 0.38 560.412 •413 HAT 'SUS316H' 2004,0,0,0,0-2414 0. 0. 0. 0.415 REF 1 'fi-11

414 SSR 295./T/.1417 2.01-5/ 4, 0.35 860.- 0.37 912., 0.39 923./ 0.(0 918.41» SSR 371.,T//I419 2.0E-5. 1/ 0.3* 747.120 •121 HAT 'SUS3O41 2009,0.0/0,0,1423 0. 0. 0. 0.423 REF 1 '«-4S'424 COM 'C 0.05, SI 0.48, NK 1.83/ P 0.040, S 0.006, NI 9.10, CR IB.40'125 SSR 3OO.,C,,1126 5.5E*3, 6, 0.018 456., 0.030 519., 0.0*7 580./ 0.069 631 . /127 0.086 673., 0.108 722.128 >429 HAT 'MS1316L' 2006/0,0.0,0,1430 0. 0. 0. 0.431 REF 1 'R-3'432 SSR2 293. /T , ,4 ,7433 0 .02/ O.OS. 0.10/ 0 .15/ 0 .20/ 0 .30 / 0 .40434 3.0E-3, 7/ 381. 445. 541. 625. 703. 841. 953.435 12. / 6, 517. 567. 647. 721. 790. 894.436 36. , 6, 567. 629. 708. 790. 843. 967.437 360. . 5/ 604. 669. 757. 842. 911.438 •439 HAT 'SUS304L' 2007,0,0,0/0/1440 0. 0. 0. 0.441 REf 1 'B-7'442 SSR 293. /C/ /1443 41.E-2- 9, 0.01 63. / 0.02 150./ 0.05 483. , 0.11 896./

0.16 878.- 0.22 938./ 0.29 1080./ 0.36 1190./0.43 1210.

46 •47 H M 'SUSSOl' 2008/0/0/0/0/848 0. 0. 0. 0.

REF 1 'R-10'COH 'C 0.08/MN 2.0/S1 1.0/P 0.04S/S 0.03/CR 18.0~20.0/H1 8.0-10.5/HO 2.0-3.0 '


DATA 1 2 3 4 5 6 7 8SEQ. HO. 5 0 5 0 5 0 5 0 3 0 5 0 5 0 5 0

451 SSR 223.,T//1452 l.OE-4, 4/ 0.0002 170./ 0.0005 198./ 0.0010 233./ 0.0020 237.453 SSR 253./T//1454 l.OE-4/ 4. 0.0002 193./ 0.0005 216./ 0.0010 229., 0.0020 241.455 SSR 273.,T//1456 l.OE-4, 4/ 0.0002 198./ 0.0005 219./ 0.0010 232./ 0.0020 243.457 SSR 293./T//1458 l.OE-4/ 4/ 0.0002 194./ 0.0005 207./ 0.0010 217., 0.0020 226.459 SSR 373.,T,,1460 l.OE-4, 4, 0.0002 136., 0.0005 148./ 0.0010 157., 0.0020 167.461 SSR 473./T/-1462 l.OE-4/ 4, 0.0002 105., 0.0005 123., 0.0010 131., 0.0020 139.463 SSR 573./T/.1464 l.OE-4. 4, 0.0002 98.5/ 0.0005 114., 0.0010 122., 0.0020 130.465 SSR 673.-T--1466 l.OE-4, 4, 0.0002 88.2, 0.0OO5 107., 0.0010 114., 0.0020 121.467 •468 HAT 'SUS316' 2009,0,0/0/0,8469 0. 0. 0. 0.470 REF 1 'R-10'471 COH 'C O.OB.HK 2.0/SI 1.0. f 0.045/S 0.03/CR 16.0-16.0.Hi 10.0-14.0/MO 2.0-3.0'472 SSR 223..T/.1473 l.OE-4/ 4/ 0.0002 256./ O.OOOS 292./ 0.0010 312./ 0.0020 337.474 SSR 253.,T./I475 l.OE-4/ 4/ 0.OO02 232./ O.OOOS 259., 0.0010 275., 0.0020 288.476 SSR 273./T//1477 l.OE-4, 4/ 0.0002 208./ 0.0005 233./ 0.0010 253./ 0.0020 262.478 SSR 293..T./1479 l.OE-4/ 4/ 0.0002 198./ 0.0005 213.. 0.0010 223./ 0.0020 235.480 SSR 373..T/.1481 l.OE-4/ 4. 0.0002 152., 0.0005 165., 0.0010 176., 0.0020 184.482 SSR 473..T//1483 l.OE-4/ 4/ 0.0002 128./ 0.0005 137., 0.0010 143., 0.0020 152.484 SSR 573./T/.1485 l.OE-4/ 4. 0.0002 121./ 0.0005 127./ 0.0010 131.. 0.0020 139.486 SSR 673..T/.1487 l.OE-4/ 4. 0.0002 111.. 0.0005 117.. 0.0010 122.. 0.0020 130.488 >4B9 MAT •SUS304' 2010.0/0/0/0/4490 0. 0. 0. 0.491 REF 1 'R-10'492 SSR 297..T/.1493 l.OE-4/ 7, 0.002 235.5. 0.005 276.5, 0.D10 295. , 0.D15 306. .494 0.020 317. . 0.030 336.5, 0.040 405.495 SSR 366..T..1496 l.OE-4, 7. 0.002 198. . 0.005 228.5/ 0.010 251.5/ 0.015 263.5/497 0.020 271.5/ 0.030 2B3.5/ 0.040 296.5498 SSR 477./T,/I499 l.OE-4, 7/ 0.002 169. / 0.005 194. / 0.010 216. / 0.015 229.5/500 0.020 243.5, 0.03O 267. , 0.040 290.5

5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8

9 0 -

Appendix G (Cont inued)

DATA 1 2 3 4 5 6 7 8SE«. NO. 5 0 5 0 5 0 S 0 5 0 5 0 S 0 5 0

501502503504SOS50650750850951051151251351451551651751S5195 JO521522S2S524525

5265275285295305315325335345355365375385395*0541542543544545546547S48549550

SSR

cHAT

REFSSR

SSR

SSR

SSR

sHAT

REFSSR2

SSR2

•MAT

REFSSR

SSR

589.,T,,1.0E-4,

•SUS316'0. 0.

17

1 "R-10297.-T.,

1-OE-4.

366.,T.,1.OE-4.

477..T.,1.0E-4.

5B9..T-,1.0E-4,

'SUS316L0. 0.

1

17

17

17

'

1 'R-27293..T..

3.9E-3.1.5E+1.4.3E*1,4.1E<2,67J..T,,

2.9E-3.4 .4E-»1.6.9E*1,4,6E*2,

'SUS316L0. 0.

4

8874

7665

1

1 "R-2?293. ,T,,l.OE-2.l.OE-1,1.01.0E-H,1.OE+2,673.,T,,l.OE-2.l.OE-1.1.0 ,1.OE<1,

51111151111

. 0.0020.020

149.5211.5

2011.0.0. 0.•

. 0.0020.020

. 0.0020.020

. 0.0020.020

. 0.0020.020

264.371.5

233.5338.5

200.5292.5

192.5273.

2012.0.0. 0.•.9

0.02.

. 383.

. 515.

. 567.

. 605.,7

0.02.. 309.. 368.. 403.. 367.

0.05.450.571.626.691.

0.05.362.416.452.435.

2013,0.0. 0.

. 0.O02

. 0.002, 0.002. 0.002. 0,002

. 0.O02

. 0.002

. 0.002

. 0.002

314.356.394.437.481.

242.255.270.286.

. 0.005 172.

. 0.030 231.

0.0.0/4

«» nfiK m s. 0.005 SOB.. 0.030 393.

/ 0.005 276.. 0.030 354.

. 0.005 232.

. 0.030 308.

. 0.005 216.

. 0.030 294.

0.0.0.2

0.10. 0.14,

642. 708.691. 768.755. 827.

0.10. 0.14.433. 494.473. 531.505. 550.496. 551.

0.0.0.2

. 0.010 190.

. 0.040 248.

. O.uiu » u •/ 0.040 418.

5. 0.010 299.5/ 0.040 351.

5. 0.010 255.. 0.040 327.

. 0.010 234.

. 0.

0.18

768.827.890.

0.18547.561.579.574.

040 319.

/ 0.22.

818.873.936.

, 0.22/594.589.599.

, 0.015 201.5.

5, 0.015 315.5.

. 0

. 05

0.26

863.919.971.

0.26623.

.015 269. .

.015 250.5.

, 0.34. 0.41

9S2.1001.

5 o 5 0 5 0 5 0 5-- 0 5 0 5 0 5 01 2 3 * 5 6 7 8


OAT*sea. HO.

5 515 52553554555556557558S59560561562563564565566567568569570571572573574575576577578579580581582583584585586587588589590591592593594595596597598599600

1 2 3 < 5 6 7 15 0 5 0 5 0 5 0 5 0 5 0 5 0 5 (

«HAT

REFSSR

a

HAT

REFCOHSSB2

SSR

•

HAT

KEFCOHSSR

1.0E«2, 1/

'SUS304'0. 0.1 '«-4'293.,T,,10l.OOOE-S.1.001E-3,1.002E-3/1.003E-3.1.004E-3/1.005E-3.

1.007E-3.1.00SE-3.1.009E-3,

•SUS 18-8'0. 0.1 'R-46'

0.002 331.

2014.0.0. 0.

1/ 0.002 237

0,0.0.1

1/ 0.002 250.1/ 0.002 3361/ 0.002 2721. 0.002 2731. 0.002 346

1/ 0.002 2301. O.O02 3201. 0.002 344SUS 18-8

2015.0.0. 0.

•HI 9.15.CR 1B.27.C 0.2O6..T</3.

5.45E-4/8.4.99E-2.9.4.81*1 .9.293..T./35.05E-4.9,

6.26E-2.9,

5.48E«1.9,

'SUS304'0. 0.1 'R-46''« 9.15.CR207./T,,35.45E-4.9.

4.99E-2.9.

4.8E+l,10,

1

90.026.0.052366. 446.431. 494.564. 642.

0.026 315.,0.147 514.,0.351 B01.0.026 335..0.147 538..0.351 814.0.027 457.,0.152 641.,0.351 920.

2016,0,0. 0.

3B.27,C 0.0

0. 273.0.104 665.0.300 1400.0. 337.0.104 621.0.300 1309.0. 463.

- — -0 5 —2

0.0/0.2

06.HN 1.62.S

.0.078,0.104,555. 664.555. 621.719. 784.

0.053 362.,0.202 597.,

0.053 382.,0.202 614.,

0.053 499.,0.202 727.,

0,0,0,2

6,SI 0.39,H«

, 0.024 360., 0.152 866.

, 0.024 435., 0.152 790., 0.352 142B., 0.024 553.

3 4

0.01,N 0.019

0.154,0.208/869. 1087.784. 969.913. 1034.

0.077 407.,0.250 666.,

0.077 428./0.250 691.,

0.077 534.,0.250 792.,

1.62/P 0.026

. 0.049 447

. 0.200 1085

. 0.049 490

. 0.200 964

, 0.049 643

5

,S1 0.39,P 0.026,CU 0.01'

0.260,0.313,0.3651281. 1396.1132. 1311. 1426.1176. 1258. 1278.

0.102 446./0.303 733.,

0.102 467.,0.303 746./

0.102 573..0.303 861..

,S 0.010'

./ 0.076 556..

./ 0.251 1272..

., 0.251 1143..

.. 0.076 714.,

.- 0.2S1 1177.,

6 7 8

- 91 -

DAT*SEO. DO.

60160260S60460560660760S60?61061161!61361461!61661761>61962062162262362162S62662 762862963063163 263363463563663763S63964064164264 364464!6466476486496S0


1 2 3 * 5 6 7 65 o 5 0 5 0 5 0 5 0 5 0 5 0 5 0

0.300 1251., 0.352 1285.SSR2 293.,T,,J,10

0. ,0.026,0.052,0.078,0.104.0.1 Si-0.204,0.257,0.308,0.3585.05E-4,10, 249. 313. 362. 408. 446. 519. 596. 671. 734. 804.6.26E-2,10, 257. 335. 5»8. 421. 471. 541. 612. 694. 749. 812.5.4BE«1,1O. 392. 455. 500. 531. 576. 658. 730. 792. S67. 926.

HAT 2017,0,0,0,0,10.

'SUS304'0. 0. 0.

REF 1 'R-48'COB 'C 0.079,SI 0.360,Mil 1.660.CD 18.350.111 10.030,MO 0.060'SSR2 2 9 3 . , C , 4 , 8

0 .0253 /0 .0513 .0 .0780 .0 .1054 .0 .1335 .0 .1625 .0 .1924 ,0 .22311.1E-4, 6 . 413. 466. 508. 556. 622. 687.1.1E-2. 8 . 413. 475. 535. 591 . 652. 716. 784. B55.1.3E+2. 4. 586. 624. 662. 697.3.1E*2. 6. 599. 642. 710. 773. 831. 894.

HAT 2018,0.0.0.0.1'SUS3O4*0. 0. 0. 0.

REF 1 'R-481

C0« 'C 0.07V,SI 0.360.MM 1.660.CR 18.550,HI 10.030.MO 0.060'SSR2 2 9 3 . , C , 4 , 7

0.0253.0.0513.0.0780.0.1054,0.1335.0.1625.0.19241.2E-4, 5, 187. 439. 505. 562. 623.1.2E-2, 6, 400. 473. 540. 607. 6«3. 759.2.1E»2, 5, 584. 646. 700. 755. 814.3.9E«2, 7, 584. 646. 712. 775. 839. 902. 963.

MAT

REFCOM

2019.0,0,0.0,10.

'SUS304'0. 0. 0.1 'R-48'C 0.077,SI 0.2B0,HN 1.730.CR 18.490.NI 8.920.NO 0.050'

SSR2 2 9 3 . . C . 4 / 80.0253,0.0513,0.0780,0.1054.0.1335,0.1625,0.1924.0.2233

1.1E-4, 4/ 413. 466. 521. 591.1.1E-2. 8, 423. 4S4. 553. 613. 682. 758. 841. 925.1.5Et2. 4/ 595. 633. 675. 697.2.8E*2, 6 ' 624. 680. 734. 785. 840. 875.

•SUS3040. 0.

'R-48'0 .

2020,0 .0 ,0 ,0 ,10.

HAT

REFCOM 'C 0.077.51 0.2B0.MN 1.730.CR 1B.490.N1 8,920.HO 0.050'SSR2 293 . ,C . ,4 ,8

0.0253.0.0513,0.0780.0.1054,0.1335,0.1625.0.1924,0.22311.2E-4, 5, 375. 433. 490. 360. 639.1.2E-2, 8, 394. 461. 512. 573. 639. 708. 784. 870.2.7E»2, 5, 538. 587. 639. 692. 750.3.BE<2. B, 60S. 661. 725. 785. 849. 90S. 962. 996.

5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8

DATASE«. NO.

6516526536546556 566576586596606616626636646656666676686696706716726736746756766776786796806816826836S4685686687608669690691692693694695696697698699700


1 2 3 4 5 6 7 85 o 5 0 5 0 5 0 5 0 5 0 5 0 5 0

HAT 2021,0.0.0.0,10.

'SUS304'0. 0. 0.

REF 1 'R-48'COM 'C 0.080.SI 0.280,MX 1.710.CR 18.050,111 7.890.MO 0.050'SSR2 293 . .C , .4 ,7

0.0253,0.0513,0.0780,0.1054,0.1335.0.1625.0.1924l.OE-4. 4, 408. 475. 539. 609.l.OE-2, 7. 442. 498. 567. 639. 716. 791. 885.6.3E*1, 4, 592. 633. 721. 775.3.4E*2, 6. 643. 698. 752. 807. 666. 908.

HAT 'SUS304' 2022.0.0,0.0,10. 0. 0. 0.

REF 1 'R-48'COM 'C 0.080.SI 0.280,HN 1.710.CR 18.050,HI 7.890.HO 0.050'SSR2 29J . ,C , . t , 6

0.0253,0.0513,0.0780.0.1054,0.1335,0.16251.2E-4, 5, 389. 448. 502. 558. 613.1.2E-2. 6, 401. 471. 534. 603. 67J. 738.1.9E»2, 4. 547. 601. 649. 709.3.9E*2, 6- 577. 637. 694. 75B. 814. 876.

0 .2023.0,0,0(0.10.

HAT 'SUS304'0. 0.

REF 1 'R-4B'COM 'C 0.069,SI 0.380.Mil l.SOO.CR IB.580.N] 10.350.HO 0.020'SSR2 2 9 3 . . C . 4 . 6

0.0253,0.0513,0.0780,0.1054,0.1335.0.1625.0.1924,0.2231l.OE-4, 5, 331. 386. 435. 494. 562.l .OE-2, 8, 355. 400. 449. 507. 557. 612. 671. 733.1.9E+2, 4, 475. 521. 576. 626.3.8E«2. 7, 499. 545. 594. 644. 699. 762. 609.

HAT 2024,0.0,0,0.10.

'SUS3O4'0. 0 . 0.

REF 1 'R-48'COM 'C 0.069,51 0.3B0.HN 1.600,CR 18.S80,NI 10.350/HO 0.020'SSR2 293. ,C, ,4,8

0.0253,0.0513,0.0780,0.1054,0.1335,0.1625,0.1924.0.22311.2E-4, 5, 307. 363. 412. 467. 536.1.2E-2, 8, 312. 368. 422. 476. 540. 606. 679. 753.2.6E«2. 6, 456. 507. 571. 631. 690. 756.5.3E*2, B, 461. 521. 580. 635. 699. 762. 625. 866.

»HAT 'SUS304' 2025,0.0.0.0,1

0. 0. 0. 0.REF 1 'R-4B'COM 'C 0.079,SI 0.320,MM 1.660.CB 16.160,111 10.140,MO 0.060'SSR2 293. ,C, ,4,6

5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8

- 9 2 -



DATA 1 2 3 * 5 6 7 8S£« . « 0 . 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0

701 0. 02 53,0.0513,0.0780,0.) 054,0.1335- 0.1425,0.1924, 0.Z231702 1.1E-4, 6, 451. 512. 553. 413. 677. 733.703 1.1E-2, B, 466. 535. 5S9. 653. 737. 80a. 889. 964.704 7.SE11/ 3/ 668. 709. 751.705 2.4E»2/ 5, 730. 768. 807. 842. 858.706 •707 NAT 'SUS304' 2026,0/0,0/0,1708 0. 0. 0. 0.709 REF 1 'R-48'710 COH 'C 0.079,SI 0.320>HN 1.660/CR 18.160,Ml 10.140.NO 0.060'711 SSR2 Z93.,C.,4,8712 0.0253/0.0513,0.0780,0.1054,0.1335,0.1625,0.1924,0.J231713 1.2E-4, 4, 346. 405. 453. 520.714 1.2E-2, 8, 375. 433. 485. 538. 600. 662. 728. 804.715 1.6E»2, 4/ 634. 679. 722. 751.716 3.0E+2/ 5/ 668. 724. 769. 813. 846.717 •718 NAT 'SUS304' 2027,0/0,0,0.1719 0. 0. 0. 0.720 REF 1 'R-48'721 COM 'C 0.016/S1 0.310.Nil 1.830/C* 18.300/NI 10.330,BO 0.030'722 SSR2 293..C/4/6723 0.0253/0.0S1S,0.0780.0.1054,0.1335/0.1625724 1.1E-4, 5/ 370. 419. 467. 520. 579.725 1.11-2. 6, 394. 452. 512. 551. 409. 675.726 1.7E+2/ 4/ 562. 605. 648. 675.727 3.5E»2, 6. 576. 638. 684. 741. 793. 841.728 >729 NAT 'SUS3041 2028.0,0.0/0,1730 0. 0. 0. 0.731 REF 1 "R-48"732 COH 'C 0.016,SI 0.310/MN 1.B30/CR 18.300,HI 10.330/MO 0.030'733 SSR2 293,/C,-4,7734 0.0253,0.0513/0.0780/0.1054,0.1335/0.1625/0.1924735 1.2E-4/ 5/ 334. 389. 448. 503. 558.736 1.2E-2, 6/ 370. 429. 484. 542. 598. 654.737 2.4E*2z 5, 543. 591. 648. 706. 755.738 4.8E«2/ 7, 567. 614. 675. 723. 719. 825. 861.739 «740 NAT 'SUS304' 2029,0/0,0/0,1741 0 . 0 . 0. 0 .742 REF 1 'R-48"743 COM 'C 0.047,SI 0.320,UN 1.720/CR 18.470,HI 10.060,MO 0.060-744 SSR2 293. , C , 4 , 6745 0.0253/0.0513,0.0780/0.1054.0.1335,0.1625746 1.1E-4, 5/ 394. 442. 503. 551. 609.747 1.1E-2/ 6/ 420. 478. 532. 588. 642. 683.748 l.SE»2. 4, 567. 605. 635. 662.749 3.1E+2. 6, 595. 642. 703. 754. 802. 841.750 •

5 o 5 0 5 0 5 0 5 0 5- 0 5 0 5 01 2 3 4 5 6 7 8


DATA 1 2 3 4 5 6 7 8SEQ. NO. 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0

751 MAT 'SU5304' 2030/0,0/0/0.1752 0. 0. 0. 0.753 BEf 1 "S-481

754 COM 'C 0.0*7,SI 0.320/HN 1.720.CR 18.470,HI 10.060,NO 0.060'755 S5R2 293. ,C, ,4 ,87 56 0 .0253 , 0 . 0513 , 0 . 0780 , 0 . 1054 , 0 . 1335 , 0 . 1625 , 0 . 1924 , 0 . 2231757 1.2E-4. 6. 365. 419. 480. 529. 587. 658.758 1.2E-2. 8/ 384. 438. 490. 556. 609. 671. 744. 808.759 2.21*2. 5, 571. 624. 671. 714. 746.760 4.3£*2, 7, 576. 633. 480. 750. 815. 875. 938.761 •762 NAT 'SUS304' 2031,0,0/0/0,1763 0. 0. 0. 0 .764 REF 1 'R-48'765 COM 'C 0.073/SI 0.570,fid 1.6O0/CR 18.760/MI 8.370/HO 0.210'766 SSR2 2 9 3 . , C , 4 , 7767 0.0253/0.0513/0.0780/0.1054,0.1335/0.1625,0.1924768 1.1E-4, 4, 384. 447. 521. 604.769 1.1E-2, 7, 399. 461. 521. 600. 673. 754. 845.770 1.7E+2, 4/ 538. 587. 621. 662.771 3.5E»2/ 5. 547. 605. 671. 745. 815.772 •773 MAT 'SUS304' 2032/0/0/0,0/1774 0. 0. 0. 0.775 REF 1 'R-4e'776 CON 'C 0.073.SI 0.570/HH 1.600/CR 18.760/NI 8.370/NO 0.210'777 SSR2 293./C,4,7778 0.0253/0.0513.0.0780/0.1054/0.1335,0.1625/0.1924779 1.2E-4, 5, 341. 410. 490. 564. 656.780 1.2E-2. 7/ 360. 438. 512. 591. 669. 758. 857.781 2.4E*2, 5, 509. 577. 644. 710. 750.782 4.BE+2/ 7/ 499. 568. 640. 708. 755. 816. 673.783 •784 MAT 'SUS304' 2033,0,0.0.0.2785 0. 0. 0. 0.786 REF 1 'R-51'787 COM 'Nl 8.90.CR 18.63.C 0.08/S1 0.71/NN 1.67/P 0.028/S 0.008'788 SSR 293.-T,,1078f 1.0I0E-4 /I, 0.009 375.790 9.8 .1, 0.019 453.791 5.8E»1 .1, 0.028 504.792 1.7E*J ,1. 0.058 572.793 3.5E*2 ,1. 0.110 674.79* I.01*2 ,1, 0.162 763.795 4.95E+2/1, 0.209 845.794 5.«1E»2.1. 0.295 1000.797 5.92E-2-1, 0.418 1165.79B 8.29E*2,1, 0.450 1203.799 SSR 673./T//6BOO 1.000E-4, 1. 0.110 379.

5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8

- 9 3 -



OATASES. «0.

SOISO 280380*SOS806807808809810

an812813614BISBitB17B18B19820821822823824825826827828829B30S318328338348358368378388398408418428(3844845846S47848849B 50

1 2 3 4 5 6 75 0 5 0 5 0 5 0 5 0 5 0 5 0-

8-5 0

1.001E-4,1.002E-4/7.4 , 1.7.5 , 1.9.3 , 1.

NAT

REF

1, 0.162 437.1, 0.209 193.0.295 561.0.063 295.0.256 528.

2034,0,0,0,0,1'SUS304'0. 0. 0. 0.1 "11-51'

COM 'MI 8.90/CR 1S.63,C 0.O8.S1 0.71.MNSSR 293.,T,,1

2.0E41, 6, 0.0016 294., 0.0027 354..0.0161 44$., 0.0198 460.

•HAT

1.67,P 0.028,S 0.008'

0.0102 423., 0.0131 43S.

•SUS304114.31-6,14.3E-617.3E-6194000.169000.76700.65100.0.2660.295

'SUS316'15.2E-6,15.2E-617.7E-6194000.169000.76700.65100.0.2660.295

194000293.,673.,293.,673.,293.,673.,293.,673.,

194000293.,673.,293.,673.,293.,673.,293.,673.,

2100,7.7., 7670015.1E-617.9E-6190000.159000.74800.61000.0.2720.302

2200,7,7., 7670015.BE-618.1E-6190000.159000.74800.61000.0.2720.302

,7,7,., 0.373.773.373.773.373.773.373.773.

,7,7,., 0.373.773.373.773.373.773.373.773.

0266, 16.1E-6- 18.3E-6, 184000., 149000., 72100., 56900., 0.279, 0.310

0266, 16.SE-6, 18.6E-6, 184000., 149000., 72100., 56900., 0.279, 0.310

473.,873.473.,S73.473.,873.473.,873.

473.,873.473.,S73.473.,B73.473.,873.

16.9E-6

177000.

68600.

0.287

17.2E-6

177000.

6B600.

0.287

573

573

573

573

573

573

573

573

HAT 'PURE LEAD1 3001,0,0,0,0,5

REF 1 'R-l'SSR2 295.,C,,4,7

0.49.0101.311.

SSfl2 3B3.,C,,4,7

0.49.0101.

0.1,11.015.216.621.4

70.1,12.417.219.3

0.2,16.521.424.126.2

0.2,15. B20.026.0

0.3,20.725.S27.629.6

0.3,16.822.629.5

0.5,26.231.033.135.1

0.5,15.322.029.8

1.0,32.437.940.041.3

1.0,13.119.827.6

1.5,34.439.342.044.8

1.5,12.4IB.926.5

2.034.440.043.446.2

2.012.118.225.6

5 o 5 0 5 0 5 0 3 0 5 0 5 0-1 2 3 4 5 6 7

-5 0B


DATASE«. «0.

851852853854SS5SS6857858859860861862863B64865866867B68869B70B71872B73874B7SB76877B7S879880881882863884885S86887688B89890891692693894895896697898899900

15 o-

SSR2

SSR2

SSR2

sMAT

REFSSR2

s

NAT

REFSSR2

SSR2

SSR

•HAT

REFSSR

•

311.443.,C

0.49.0101.311.533.,C

0.49.0101.311.573.,t

0.4V.O101.311.

•PURE0. 0

1 •275.,C

5

, 7,,,4,

, 7,, 7,, 7,, 7,,,4,

, 7,, 7,, 7,, 7,,,4,

, 8,, 8,, 8,, 6.

LEAD

R-l1

,,2,

3.33E-4,6,2.0E»3

•PURE0. 02 •273.,C

0.810.0293..C

0.810.0383.-t0.810.0

1 LEAD•0. 0

1295.,C5.0E«4

5 o-1

,6,

LEAD

R-l1

,,2,

, 5,, 5,,,2.

, 5., 5,,,2, 5,, 5,

R-l1

,,1. 6,

Z 3 4 5 6 70 5 0 5 0 5 0 5 0 3 0 5

24.870.1,11.013.818.323.4

70.1,4.18.812.114.9

B0.05,3.105.5110.012.4

30.0

0.2,13.817.821.428.0

0.2,5.29.9

14.116.8

0.1,3.656.8210.713.2

3002,00. 0

60.02,8.9613.8

0.0411.717.9

' 3003.00. 0,'R-IO50.11,19.621.2

50.11,19.619.6

0.110.11

0.2225.828.0

0.2225.826. 5

15.2,16.7,

3004,00. 0

O.0120.041

2

55.151.

33.1

0.3,12.417.924.029.B

0.3,3.9

10.514 .91B.1

0.2,3.657.5811.914.8

,0.0,0

, 0.0813.823.4

.0,0,0

, 0.3628.B33.3

, 0.3628. B31.1

0.220.22

,0,0,0

33.6

0.5,11.015.624.730.2

0.5.3.29.214.7IB.9

0.3.3.107.7212.715.6

.1

. 0.16,17.228.9

,3

, 0.51,32.636.4

, 0.51,31.834.1

18.2, 021.2, 0

,1

1, 0.O2O 89.6, 0.050 151.

3

31.7

1.0,10.513. S21.526.9

1.0,2.88.313.817.9

0.5,2.487.4413.016.0

0.24.19.333.1

0.6932.639.4

0.6931.836.4

.36 16

.36 24

30.3

1.5,10.313.520.725.2

1.5,2.B7.713.117.2

1.0,2.077.0311.415.4

0.3221.435.8

.7, 0.

.3, 0.

6, 0.025 1176, 0.057 117

4 5

29.8

2.010.213.620.724.4

2.02.87.412.616.7

1.5,2.037.0J11.115.2

51 1556 24

.1, 0

.1, 0

2.02.076.8911.115.1

.9, 0.69 15.9

.3, 0.60 23.5

.032 137.B,

.065 68.9

6 7

- 9 4 -



(ATASE«. NO.

90290390190590690790S9099109119129139149159169179189199209219229239 249259269279289299309319329339349359 3693793B939940941942945944945946947948949950

5 o 52 3 4 5

-0 5 0 5 0 5 0 S —6

.-07

•5 0-e

— 5 0

0.MAT 'PURE LEAD

0.REF 1 'R-10'SSR2 311..T..2.8

0.B.3E-5, S, 2.l.OE-3. ». 2

SSR2 352.,T,.2,90.

B.3E-5, 5. 11.0E-3/ 9, 2.

SSR2 393.,T,,2,90,

B.3E-5, 5, 1l.OE-3, 9, 2

SSR2 4S6.,T,,2,90.

B.3E-5, 5, 1.l.OE-3, 9, 1.

«MAT 'PURE LEAD'

0. 0. 0.REF 1 'R-10'SSR2 311.,T,,2,6

0.B.3E-5, 6, 3.8.3E-4, 6/ 3

SSR2 393.,T,,2,80.

8.3E-5, »- 2.S.3E-4, 8, 3.

SSR2 311. , C , 1,60.

2.5E-4, 6, 2.5SR2 352.,C. 1,6

0.2.5E-4, 6. 1.

SSR2 393. , O , 1,60.

2.5E-4, 6, 1.SSR2 436.,C,1,6

0.2.SE-4, 6, 0.

HAT 'PURE LEAD'0. 0. 0.

REF 1 'R-l'SSR2 295.,C,,9,4

0.1.0E-4, 4, B.

5 o 51

3005,0,0,0,0,40.

0.03, 0.05, 0.10, 0.1B, 0.26, 0.34,16 2.98 3.69 5.15 7.5282 5.54 7.74 10.91 14.68 16.00 11.58

01. 0.03. 0.05,95 2.66 3.2280 5.04 6.51

0.10,4.28

0.18,5.79

01, 0.03, 0.05, 0.10, 0.1B, 0.26,57 1.99 2.32 2.99 4.0537 3.90 4.77 5.87 5.21 5.02

0.18, 0.26, 0.34,2.S63.22 3.11 3.09

01, 0.03, 0.05. 0.10,IB 1.42 1.63 1.9774 2.63 3.IB 3.6B

3006,0,0,0,0,60.

02, 0.05, 0.10. 0.1B. 0.26, 0.3480 6.37 8.94 11.12 6.94 2.1280 6.95 10.61 14.55 15.94 11.09

02, 0.05, 0.10, 0.18, 0.26, 0.34, 0.41,

0.41

0.31

0.41,

5.58

0.41,

4.86

0.41,

3.05

0.47

2.15

0.47

4.30

0.47

2.98

3.6S4.70

3.795.84

002,0.005,0.01,24 4.64 5.94

002,0.005,0.01,17 3.15 4.21

002,0.005,0.01,17 2.67 3.24

002,0.005.0.01,76 1.90 2.23

3007,0,0.

0.10,12.1

0.30,16.3

5.215.29

0.02,7.59

0.02,5.48

0.02,4.01

0.02,2.67

0.5016.3

3.585.02

0.03,8.94

0.03,6.39

0.03,4.47

0.03,3.09

3.474.82

3.104.81

0.471.384.41

0.0410.14

0.047.04

0.044.12

0.O43.08

-0 5 0 5 0 5 0 5--2 3 4 5

-06

•5 0-7

-5 08


DATASE«. «0.

95195295395495595695795S9599609619629639649659669679689699709719729739749759769779789799809819829B39849BS98698798S98999099199299399499599699799«9991OO0

SSR

SSR

HAT

REFSSR

SSR2

SSR

*MAT

REFSSR

SSR2

1

l.OE-3,l.OE-2,l.OE-1,1.0 ,1-OE*1,l.OE+2,l.OEO,1.0E«4.311.,C,

l.OE-4,441.,C,l.OE-4,

J

4,4,4,4,4,4.4.4.,12,,12,

'PURE LEAD'0. 0.1 'R-l293.,C,11. ,12. ,12.5 ,14. ,15.16.5 ,18. ,21. ,23.5 ,295.,C,

l.OE-3,l.OE-2,l.OE-1,1.0 ,1.0E*l,1.0£*2,1.0E«3,503. , C ,5.75 ,6.5 ,7.4 ,B.75 ,10.2 ,

0•

91,1,1,1,1,1,1,1,1,7,6

6,6,6.6.6,6,6,51,1,1,1,1,

'PURE LEAD'0. 0.1 "R-4233.,C1.7E-5,293.,C,

1.7E-5,

0

11,1,5

5,

?

9.8510.811. B12.713.914.715. B16.7

0.002

0.002

13.a15.617.419.220.722.724.425.4

2.72 ,

0.083,

3008,0,00

0.070.130.210.290.3B0.470.560.700.83

0.03,11.12.12.13.14.15.16.

0.110.220.360.510.64

15.821.424.828.231.033.835.136.537.9

0.06,13.714.916.117.418.719.B21.2

16.521.423.423.422.7

3009,0,00

0.002 8.9

3

19.622.625.328.031.033.836.339.3

-0.

-0.

,0,0,

0.12,16.518.219.821.623.325.126.9

,0,0,

0.O020, 0.0021, 03.1 10.9 4.4

19.623.327.030.934.B38.542.346.0

6.13

3.91

3

0.18,18.720.722.524.526.42B.430.2

3

.0022,5.6

4

0.24,20.322.524.726.929.131.233.3

0.00234.5

5 6

0.3021.924.326.528.831.233.335.6

, 0.0024

5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7

-5 0B

- 9 5 -

DATASE«. NO.

1O01100210031O041O051006100710081009101010111012101310141015101610171018101910201021102210231024102S102610271028102910301031103210331034103510361037103a103910401041104210431044104510461047104810491050

—

SSR

t

MAT

REFSSR

SSR

SSR

SSR

SSR

SSR

•MAT

REFSSR

SSR

SSR

SSR

•MAT

REFSSR

SSR

•MAT

REFSSR


1 2 3 4 5 6 7-5 0 5 0 5 0 5 0 5 0 5 0 5 0-

450. . C . I1.7E-5. 1. 0.002 1.3

8— 5 0

3010,0,1,0,0,60. 0.

•RUDE LEAD0. 1000.1000. 293.1 'K-4"233.,C,,1l.OE-4, 1, 0.0020 2.08233.,C,,11.001E-4, 1, 0.0020 9.02293.,C.I1.00E-4, 1, 0.0020 3.23293.,C,,11.001E-1, 1, 0.0020 1.45293.,C,,11.002-4, 1, 0.0020 11.145O.,C,,1l.OE-4, 1, 0.0020 1.27

•PURE LEAD- 3011,0,1,0,0,40. 0. 0. 0.1000. 293.1 'R-4'293.,C,,1l.OE-4, 1, 0.0020 0.97293.,C,,11.001E-4, 1, 0.0020 1.45293.,C,,11.002E-4, 1, 0.0020 4.51293.,C,,11.O03E-4. 1, 0.0020 S.6B

'PURE LEAD' 3012,0,1,0,0,20. 0. 0. 0.1000. 293.1 'R-4'293.,C,,1l.OE-4. 1. 0.0020 1.24293.,C..11.001E-4, 1, 0.0020 4.61

'PURE LEAD' 3013,0,0,0,0,10. 0. 0. 0.1 'R-12'293. , C , 32.66E-S,7, 0.04 7.4, 0.10 10.8, 0.20 13.3, 0.30 14.2, 0.40 14.0,

0.50 13.4, 0.70 12.97.B2E-3.7, 0.04 11.7, 0.10 16.9, 0.20 20.4, 0.30 22.0, 0.40 22.5,

0.50 22.6, 0.70 22.3

— 5 o 5 0 5-- 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7

Appendix G (Continued!

PATASEO. ND.

10511052105310541055105610571058105910601061106210631064106S106610671068106910701071107210731074107510761077107B107910BD1081108210831084108510861087108B1089109010911092109310941095

1097109810991100

1 2 3 4 5 6 7 85 o 5 0 5 0 5 0 5 0 5 0 5 0 5 0

B

HAT

REFSSR

tMAT

REFSSR2

*MAT

KEFCOMSSR2

SSR2

2.31E-2 ,7, 0.03 10.3, 0.10 16.90.50 24.3. 0.70 24.3

'PURE LEAD' 3014.0,0,0,0,10. 0. 0. 0.1 'R-12'293.,T,1.02E-4

1.02E-3

1.O2E-21.02E-1

.4

.6, 0.03 4.2, 0.05 6.90.25 14.6

,6, 0.03 4.2, 0.05 6.90.23 16.5

,5, 0.04 6.1, 0.10 15.3,5, 0.03 4.2, 0.10 15.6

'PURE LEAD' 3015,0,0,0,0,10. 0. 0. 0.1 '11-12'293.,C,

400. ,

'PB'0. 0.

,1,90.03, 0.05, 0.10, 0.

. 0.20 2(

. 0.10 1

.4, 0.30

.4. 0.15

. 0.10 12.6. 0.15

. 0.15 16.B. 0.20, 0.15 17.5, 0.20

20, 0.309, 6.3 14.5 22.3 29.4 33.2

3016,0,0,0,0,40. 0.

1 'R-85'•KAHAZAUA UNIVERSITY TEST DATA'423.,C,

B.3E-4.

1.7E-2,

1.7E-1,

650. .

373.-C,

B.3E-4,

1.7E-2,

1.7E-1,

1.7E-4,

,4,20

0.40. 0

22.5. 0.40 23.7.

13 .0. 0.20 14.0,

14.7, 0.20 15.B.

17.5. 0.25 17.818

.5035.7 37.5

0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.11,0.12,0.13,0.14,

20, 5.4 7.4 9.2 10.313.7 13.5 13.5 13.5

20, 9.0 12.B 15.4 16.619.9 20.0 20.2 20.3

20, 10.3 13.7 15.8 17.222.6 22.8 23.0 23.1

20, 7.2 13.B IB.2 20.830.3 31.0 31.7 32.4

,3,200.01,0.02,0.03,0.04,0.1

15, 5.12. <

20, «.<21.1

20, 9.123.'

,0.12,0.13,0.14,7.4 9.2 10.212.5 12.3 12.314.2 16.5 17.721.5 21.7 21.913.9 16.3 1B.123.8 23.9 24.4

,8,200.01,0.02,0.03,0.04,0.11,0.12,0.13,0.14,

20, 5.1 7.6 9.1 10.213.3 13.3 13.3 13.4

0.IS.0.111.2 12.13.4 13.17.2 17.20.3 20.18.3 19.23.2 23.22.8 24.

S.0.17,0.> 12.5 12

18,.7

13.3 13.3IB.5 18

I 20.5 20I 20.4 21S 23.2 23

.8

.5

.0

.425.7 27.2

33.1 33.6 34.3 35

0.05,0.06,0.07,0.0.15,0.16.0.17,0.11.0 11.8 12.4 1212.318.8 19.3 20.0 2022.1 22.19.5 20.

! 22.1 2220.8 21

24.4 24.7 24.9 24

0.05.0.06.0.07,0.

.1

08.IB..6

.3

.3

.6

.9

08,

.2, 0.25 18.4

, 0.60, 0.7038.B 39.9

0.09,0.10,0.19,0.2013.1 13.513.2 13.219.1 19.620.4 20.521.6 22.223.4 23.32B.2 29.535.7 36.0

0.09,0.10,0.19,0.2012.B 12.8

20.8 21.322.3 22.522.5 23.024.B 24.6

0.09,0.10,0.15,0.16,0.17,0.18,0.19,0.2011.3 11.13.4 13.

r 12.0 1213.5 13

.4

.612.B 13.113.6 13.7

5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7

- 5 0B

- 9 6 -



DATAS£8. 10.

1101110211031104110511061107110811091110mi111211131114111511161117111811191120112111221123112411251126112711281129113011311132113311341135113611371138113911401141114211431144114511461147114811491150

SSR2

HAT

REFCOHSSR2

SSR2

1

3.2E-4,17

9.7E-3.12

1.7E-2/20

0.89 ,20

400. ,13

650. ,20

223.,C,,4

8.3E-4/20

1.7E-l,20

650. ,20

•PB2"0. 0.1 'R-85'KANA2AUA423.,C,4

8.3E-4.20

1.7E-2.20

1.7E-1/20

650. ,20

373.,C,3

8.36-4-20

1.76-2,20

1.7E-1.20

2

, 6.516.3

, 6.a17.3

, a.321.1

22.6

, 9.725.3

, 11.833.1

,200.010.11

, 6.417.7

21.6, 10.624.5

, 13.732.6

0.

7.616.8a.617.811.221.6

23.0

12.926.316.534.1

.0.02,

.0.12,a.9

18.2

22.113.824.916.233.4

3017,00.

UNIVERSITY,200.010.11

, 12.719.5

, 18.127.3

, 17.631.6

, 10.940.2

-20

3

9.017.210.0

13.121.9

23.2

14.727.119.434.a

0.030.1310.518.6

22.316.025.319.334.1

,0,0

TEST

,0.02,0.03,0.12,15.119.920.227.821.032.217.941.1

0.01,0.02/0.11

. 13.920.7

/ 19.229.1

/ 16.732.8

,0.12,16.520.721.629.320.633.a

0.1316.420.521.728.123.132.423.541.a

0.030.1317.620.923.329.723.134.0

10.417.611.6

15.022.4

23.6

17.0

21.935.4

,0.04,0.1412.119.2

22.517.825.421.935.3

,0/4

DATA

,0.04,0.1416.920.723.128.224.733.227.442.4

,0.04,0.1418.221.224.729.924.934.5

4

11.717.912.5

16.522.6

IB. 1

24.436.3

,0.05,,0.15.13.419.2

22.719.325.623.836.2

.0.05,,0.15,17.521.024.228.626.433.730.543.1

,0.05,,0.13.19.021.526.230.126.335.1

12.418.313.4

17.622.6

19.4

26.236.8

0.06,0.16,14.6

22.820.626.025.936.7

0.06,0.16,18.121.324.928.827.734.232.643.7

0.06,0.16,19.321.526.830.227.735.5

5

13.218.814.4

18.322.720.7

20.6

27.937.6

0.07,0.17,15.5

23.121.826.127.737.4

0.07,0.17,18.421.425.528.828.334.634.844.1

0.07,0.17,19.521.927.430.328.835.9

13.8

15.4

19.422.a21.5

22.0

29.738.0

0.08,o.ia.16.3

23.122.826.129.238.3

O.OS,0.18,18.621.926.228.629.335.136.544.6

0.08,0.18,19.a21.928.430.430.236.3

6

14.8

16 .2

19.82321

23

3138

0.0.16

202323263038

0.0.19212628

.1

.9

.3

.1

.7

09,19,.9

.4

.4

.4

.3

.4

.6

09,19,.0.6.6.7

30.135.33745

0.

.3

.2

09,0.19,20.022 .028.7303136

.4

.0

.7

15.5

16.8

20.723.222.1

23.024.4

32.239.2

0.100.2017.5

20.923.423.926.131.539.1

0.100.2019.321.B26.928.630.a35.438.945.8

0.100.2020.422.228.930.532.037.0

8— 5 o

5 0 5 o 5 o 5 o 5 0 5 0 5 0-1 2 3 4 5 6 7

— 5 0a

Appendix G IContinued)

DATASEC. DO.

11511152115311541155115411571158115911601161116211631164116511661167116811691170117111721173117411751176117711781179118011811182118311841185118611871188118911901191119211931194119511961197119811991200

1 25 0 5 o

SSR2

SSB2

aHAT

REFCOMSSR2

SSR2

293.,C,8.

1.7E-4.20,

3.2E-6.16,

1.5E-2.1B,

1.71-2,20,

1.71-1.20,

0.96 .19,

430. .16/

650. ,20,

235.-C--4.

8.3E-4,20,

1.7E-2/20,

1.7E-1,2O,

650. ,20,

•PB4'0. 0.1 ^-85''KANAZAWA423. ,C,4,

8.3E-4.20.

1.7E-2.20.

1.7E-1.20,

6S0. ,20,

373.,C,.3.

B.3E-4/20,

200.01

35 0

.0.02,0.11,0.12,13.425.516.3

16.531.416.031.416.836.217.933.819.440.025.347.0

200.010.1112.427.918.634.120.637.923.449.7

16.125.919.7

20.731.820.132.520.937.020.234.325.040.730.047.9

0.02,0.12,15.929.022.83S.024.839.028.350.9

3018,00. 0.

UNIVERSITY200.010.1115.523.321.931. a22.236.315.649.0

200.010.1116.2

0.02.0.12,17.923.425.831.925.537.224.350.4

0.02,0.12.18.5

0.030.1317.826.621.9

22.a32.022.332.923.937.623.a34.92B.541.633.549.1

0.O30.13ia.s29.625.635.527.739.633.051.9

,0,0

TEST

0.030.1319.223.727.332.527.937.630.951.3

0.030.1319.7

i 3 65 o 5 0 5 0 5

,0.04.,0.14.19.226.922.628.325.032.324.033.726.738.125.935.431.642.635.650.1

.0.04,

.0.14,20.530.427.336.029.740.536.352.6

,0,4

DATA'

.0.04,

0.05,0.06 /0.07/0.15,0.16,0.17/20.S 21.427. S 27.823.3 24.2

26!32.25.34.28.38.27.35.33.42.37.51.

.27.9t 33.29 26.5! 34.8) 30.41 38.8> 29.5> 36.434.6

1 43.2» 39.651.6

0.05,0.060.15,0.1622.0 23.531.26.36.131.41. t39.53.1

31.7S 29.51 37.432.741.942.054.3

0.05,0.06/,0.14,0.119.924.028.732.S29.738.134.952.4

.0.04/,0.14,20.6

20.(24.129.:32. (31.38.;38. (53.1

0.0!0.1!21.:

-0.1621.024.529.632.932.539.140.453.9

/0.06/,0.16,21.7

22.628.225.1

28.533.527.335.331.939.130.936.835.7

41.152.3

O.07,0.17,24.432.230.337.833.942.444.055.0

0.07,0.17,21.724.730.333.033.439.342.654.8

0.07,0.17,22.0

0.080.1823.328.726.0

29.633.a28. 535.833.439.431.236.837.0

42.853.1

0.080.18.25.532.831.638.435.343.045.955.9

0.08/0.18.22.224.930.932.834.239.745.055.3

0.08,0.18,22.5

0.09.0.19/24.228.926.5

30.5

29.736.234.639.532.437.23a.o

44.253.8

0.09/0.19/26.233.232.538.836.043.447.456.5

0.09.0.19,22.524.931.332.935.140.446.455.7

0.09,0.19,22.5

0.100.2025.129.226.9

31.1

30.536.535.539.733.2

39.0

45.654.2

0.100.2027.133.633.439.237.144.248.757.1

0.100.2022.925.031.532. a35.840.647.856.3

0.100.2022.9

5 o 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7

5 0

- 97 -

DATASEO. NO.

120112021203120412051206120?120612091210121112121213121*12151216121712181219122012211222122312211225122612271228122912301231123212331234123512361237123S123912401241124212431244124512461247124B12491250

1 2 3 4 5 6 75 o 5 0 5 0 5 0 5 0 5 0 5 0-

1.7E-2.

1.7E-1,

SSR2 293..C.

1.7E-4,

2.9E-4.

1.6E-2,

1.7E-2,

1.7E-1,

0.80 .

420. ,

650. .

SSR2 233..C.

B.3E-4.

1.7E-2.

1.7E-1.

650. ,

23.221.533.122.237.1

2O0.01,0.11,16.328.217.933.3ia.436.021.638.521.441.422. a40.924.745.332. B58.2

200.01.0.11,IS.532.524.340.223.444.133.760.0

23.5 23.5 23.6 23.< 23.24.2 26.0 27.5 2B.7 29.33.5 33.B 34.1 34.5 34.25.3 27.6 29.6 31.2 32.37.a 3a.2 3B.7 39.3 39.

0.02.0.12.IB.629.022.533.924.036.526.939.225.142.626.041.629.345.938.159.4

0.03,0.13,20.329.325.734.427.137.029.539.328.243.229.542.134.7

0.04,0.14,21.629.626.934.928.737.531.340.130.544.32.242.736.a

42.060.2

45.961.0

0.02,0.03,0.04.0.12,0.13,0.1*.21.B 24.3 26.133.1 33.7 34.229.7 32.3 34.1

0,05,0.15,23.130.227.535.230.337.»32.440.932.845.334.343.638.947.24».762.3

0.05,0.15,27.434.815.4

23.9 24.1 24.30.5 31.3 31,34.6 34.9 34.33.3 34.4 35,40.3 40.6 41,

a-5 0

24.232.534.936.241.7

0.060.124.30.429.135.531.738.433.741.334.446.036.044.040.6

0.07,0.08,0.09,0.10,.0.17,0.18,0.19,0.2024.9 26.1 26.7 27.5

30.2 31.2 31.9 32.6

33.1 33.9 34.7 35.538.9 39.135.0 36.0 37.1 37.741.6 42.3 42.7 42.936.3 37.7 39.1 40.346.9 47.5 48.3 48.937.7 38.4 39.4 40.144.4 44.641.6 42.7 43.9 44.8

50.9 53.1 54.7 56.1 57.362.8 63.6 64.2 65.0 65.4

0.06'0.07*0.08'0.09,0.10,0.16,0.17.0.18.0.19'0.2028.7 29.S 30.2 31.1 31.835.3 35.8 36.3 36.5 36.936.1 37.3 38.2 38.« 39.5

27.8 30.9 33.2 35.4 37.3 39.0 40.5 41.9 43.045.3 46.5 47.6 4B.7 49.4 50.2 51.1 51.6 52.53B.2 42.3 46.0 49.0 51.6 54.0 55.4 57.1 5B.761.2 62.5 63.4 64.3 65.2 65.9 66.8 67.3 67.7

HAT 'PB6' 3019.0,0'0'0'40. 0. 0. 0.

KEF 1 'R-85'COX 'KAHA2AUA UNIVERSITY TEST DATA'SS«2 423..C..4,20

0.01.0.02.0.03.0.04.0.05.0.06'0.07,0.11,0.12,0.13,0.14,0.15,0.16,0.17,

8.3E-4.20. 21.9 23.0 23.8 24.3 24.8 25.427.0 27.0 27.3 27.4 27.6 27.727.8 29.2 30.1 30.9 31.6 32.133.9 34.2 34.5 34.6 34.8 34.729.4 31.9 33.2 34.9 36.1 37.2

0.08.0.09.0.10.0.18.0.19.0.2025.9 26.0 26.4

40.2 41.1 41.7 42.3 43.1 43.5 43.7650. .20. 26.8 33.7 38.1 41.7 44.3 46.8 48.7

5 o 5 o 5 o 5 0 5 0 5 D 5 0-1 2 3 4 5 6 7

2732343744

67992

50.6

2 7 .3 2 .3 4 .3 8 .4 4 .5 2 .

5

1 27.81 33.41 34.8r 39.3

44.753.0

) 5 -5 08


PATASEO. NO.

125112521253125412551256125712581259126012611262126312641265126612671268126912701271127212731274127512761277127a12791280128112821283128412BS128612871288128912901291129212931294129512961297129812991300

1 2 3 4 5 6 75 o 5 0 5 0 3 0 5 0 5 0 5 0-

SSR2 373..C.3

8.3E-4.

1.7E-2,

1.7E-1.

SSR2 293..C,

1.7E-4,

3.0E-4,

1.7E-2,

1.7E-2,

1.71-1,

0.89 ,

410. .

650. ,

SSR2 233.,C.

B.3E-4.

1.7E-2.

1.7E-1.

650. ,

54.2200.01,0.11,19.627.624.035.126.042.1

200.01,0.11.

, 18.230.919.731.2

. 21.937.9

. 26.341.9

, 28.446.4

• 23.341.6

. 25.249.4

. 38.96S.9

.200.01.0.11.

, 24.338.5

. 30.146.8

. 33.252.7

. 41.169.1

55.1 55.7 56.2 56.8 57.4 57.7 58.4 18.B 59.2

0.02,0.03.0.12.0.13.23.8 24.928.0 28.127.1 29.135.6 35.930.5 32.942.8 43.4

0.02.0.03.0.12.0.13.21.0 23.231.7 31.922.1 25.231.8 32.326.9 29.038.4 39.230.1 32.242.7 43.433.3 36.547.5 48.227.8 31.942.1 42.931.7 36.750.2 51.245.0 49.767.1 67.9

.0.02.0.03,

.0.12.0.13.27.4 30.239.0 39.034.5 37.747.6 48.237.9 40.553.5 54.445.9 50.670.2 71.0

0.04,0.05•0.14.0.1525.4 25.928.3 28.730.4 31.436.1 36.334.7 36.543.9 44.5

.0.04.0.05,

.0.14.0.15,24.4 25.632.4 32.926.4 27.433.0 33.731.1 32.&39.2 39.934.0 35.644.1 44.838.0 39.449.0 49.833.9 35.943.7 44.139.3 41.951.9 52.552.6 55.668.9 70.1

0.04.0.05,0.14.0.15.32.0 33.539.7 40.239.8 41.248.6 49.243.0 45.255.0 55.954.9 58.272.0 72.9

.0.06.0.07,0.08,0.09,0.10'rO.16'0.17.0.IB.0.19.0.2026.2 26.6 27.0 27.3 27.428.9 29.0 29.3 29.4 29.332.5 33.1 33.9 34.3 34.836.3 36.9 36.8 37.2 37.137.4 38.3 39.4 40.1 41.445.0 45.5 43.9 46.5 46.8

0.06,0.16,26.633.128.134.533.740.336.645.340.750.536.844.743.152.857.970.9

0.06,0.16,34.640.542.649.946.856.560.473.7

0.07.0.08.0.09.0.10.0.17.0.18.0.19.0.2027.7 28.7 29.3 30.333.6 34.0 34.4 34.828.8 29.4 30.0 30.6

34.740.537.846.042.2SI.337.944.944.B53.360.071.6

35.e 36.8 37.441.0 41.6 41.939.0 40.1 41.046.6 47.1 47.543.7 44.6 45.852.0 53.1 53.939.0 40.0 40.945.3 45.4 45.646.2 47.2 4B.3

61.7 63.0 64.572.5 73.3 74.1

0.07.0.08.0.09.0.10.0.17.0.18.0.19.0.203S.9 36.6 37.3 38.141.1 41.5 41.9 42.243.5 44.2 45.1 46.050.3 50.6 51.3 51.748.5 49.6 50.8 51.757.1 57.7 58.2 58.762.7 64.8 66.5 67.774.2 75.0 75.6 75.7

HAT 'LEAD' 3100.4.0.0.0.029.0E-6, 16100.. 5590.. 0.4429.0E-6 293.. 29.1E-6 373.. 30.0E-6 473.. 31.3E-6 573.

HAT 4001.0.0.0.0.3•OAK'0. 0. 0. 0,

REF 1 'R-41'SSR 293.,CO,1

1.0E-4.11. 0.01 9.8, 0.02 47.9, 0.03 49.8. 0.041 49.8.

5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7

-5 0B

Appendix G (Continued]

DATA

1301

1303

130413051506130713081309131013111312131313141315131613171318131913201321132213231324132513261327132B132913301331133213331334133513361337333813391340134113*213431344134 513461347134B13491350

SS«

SSR

•HAT

REFCOMSSB

SSR

SSR

•

HUT

KEFSSR

SSR

SSR

«NAT

REF

1

?93.,C

293..C1.0E-4

•OAK1

0. 01 'R

45

9012

-41'9 M FALL293..C•l.E-2

293..C•l.E-2

293.,C•l.E-2

0,11

4512

9013

•PLYWOOD"0. 01 -R-41293..C,l.OE-4,

293..C,l.OE-4,

293..C,l.OE-4,

0,11

4513

9013

•PLYHOOD'0. 01 'R-41

2

0.051

,1

0.0510.357

,1, 0.010.0510.357

49. S,

15.4,36. e.

0.69,6.77,12.6.

4OO2.0.0. 0•

1. 0.02

0.1510.431

,1. 0.02

0.1510.431

.1, 0.02

0.1510.4311.2

22.3,61.4,77.6,

6.96,27.2,35. >.

1.37,12.9,20.5,90.0

4003,0,0. 0

1, 0.01

0.0510.3S7

,1, 0.01

0.0510.3571.2

.1, 0.01

0.0510.3571.2

0.2946.2>19.6

2.4S22.132.6• 6.9

2.4519.622.575.7

4004,0,0. 0

3

0.105

0.1050.511

0.020.1050.511

0,0,0,3

0.0410.2230.511

0.0410.2230.511

0.0410.2230.511

0,0,0,3

,0. 0 2, 0.105, 0.511

, 0.02, 0.105. 0.511

, 0.02, 0.105, 0.511

0,0,0,3

50.7.

21.0,50.1,

3.53,e.43.16.9,

so.a.59.3,74.1,

33.7,34.3,42.4,

15.2,15.2,21.4,

4

0

0

.163

.1630.693

000

000

000

0

.03

.163

.693

.062

.288693

062288693

0620.2880.693

o.5ae,8. «332.2

10.92S.634.4

19.617.523.4

0.03

5

52.3,

24.5,70.5

S.499.41,29.4,

71.1,60.2,80.2

39.2,34.3,62.0,

16.1,16.1,28.5'

2.450.163 10.0.598 43.

0.03 19.0.163 27.0.693 39.

0.03 21.0.163 IB.0.693 27.

42

692

181

6

0.223 53.

0.223 28.

7 S

•),

4,

0.041 6.28,0.223 10.0.92 76.

0.105 69.

b.2

S,0.3S7 66.0,

0.105 31.0.357 36.10.92 6B.

0.105 14.0.357 16.10.92 68.1

, 0.041, 0.223

, 0.041, 0.223, 0.92

, 0.041, 0.223, 0.92

!,

4.31,12.6,

21.0,29.8,50.6,

20.7,20.7,37.9,

5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7

-5 0

e


DATASEG. HO.

135113S2135313541355135613571358135913601361136213631364136513661367136B1369137013711372137313741375137613771378137913801381138213S31384138513861387138813B913901391139213931394139513961397139B13991400

1 2 3 4 5 6 7.-5 o 5 0 5 0 5 o 5 0 5 (, j 0 -

8-5 0

COMSSR

REFCOMSSR

REFCOMSSR

REFCOMSSR

«EFCORSSR

HAT

REF

•9 H FALL •293.,C,0,1•H.E-2,11, 0.02 2.26 , 0.041 5.79 , 0.062 9.B1 , 0.083

0.128 11.8 - 0.174 15.2 , 0.223 15.2 , 0.28*0.357 30.3 , 0.511 46.4 , 0.693 104.

293.,C,45,1• l . E - 2 , 1 3 , 0.02 1.96 , 0.041 4.9 , 0.062 10.7 , 0.063

0.105 27.2 , 0.128 27.2 , 0.174 27.2 , 0.2230.3S7 32.3 , 0.511 33.0 , 0.693 33.8 , 0.921.2 67.7

293.-0,90,1• l . E - 2 , 1 3 . 0.02 0.8B , 0.041 7.16 , 0.062 12.1 . 0.083

0.128 32.3 , 0.174 29.4 , 0.223 25.9 , 0.2880.357 25.0 , 0.511 31.2 , 0.693 32.2 , 0.921.2 53.6

12.5.16.5,

24.0,26.B,49. ,

17.4,29.4,40.1,

4005,0,0,0,0,10.

•BALSA'0. 0. 0.I 'R-42''SPECIFIC GRAVITY 0.17'293.,C,90,1l.OE-4, 4, 0.1 1.0, 0.21.2.

4006,0,0,0,0,1'BALSA'0. 0. 0. 0.1 'R-42'•SPECIFIC GRAVITY 0.1B'293.,C,90,11.1E+2, 4, 0.1 3.3, 0.2 2.9,

4007,0,0,0,0.1

0.3 1.6, 0.4 2.2

0.3 2.8, 0.4 2.9

'BALSA'0. 0. 0.1 'R-42''SPECIFIC GRAVITY 0.1B-293..C,90,11.1E<2, 4, 0.1 2.0, 0.2 2.1, 0.3 2.5. 0.4 2.9

'BALSA'0. 0.1 'R-42''SPECIFIC GRAVITY 0.20'293.,C,45,2l.OE-4, 4, 0.1 3.2, 0.21.1E*2, 4, 0.1 5.5, 0.2293.,C,90,11.3E»2, 4, 0.1 16.9, 0.2 16.8,

4008,0,0,0,0,20.

3.6,

6.4,

0.3 4.0,0.3 7.4,

0.4

0.4

4.6B.3

0.3 16.7, 0.4 16.5

•BALSA-0. 0.1 'R-42'

4009,0,0,0,0,10.

--5 0 5 0 5 0 5 0 5 0 5 0 5 0-

1 2 3 4 5 6 7

-5 0

8

- 9 9 -



DMASEe. NO.

1401140214031404140S14061407140>1409141014111412141314141415111614171416141914201421142214231424142S14261427142S142914301431143214331434143514361437143B143914401441144214431444144514461447144814491450

1 2 S 4 5 6 75 o 5 0 5 0 5 0 5 0 5 0 5 0-

COH 'SPECIFIC GRAVITY 0.21'5SR 293.,C,0,1

l.OE-4, 4/ 0.1 14.7, 0.2 14.9, 0.3 15.2, 0.4 15.7

8-5 o

KEFCOMSSR

REFCOMSSR

REFCOM

SSR

SSR

KEFCOMSSR

REFCOMSSR

REFCOM

4010,0/0,0/0,10.

•BALSA'0. 0. 0.1 'R-42''SPECIFIC GRAVITY 0.21'293.,C,0,11.0E-4, 4, 0.1 14.0. 0.2 14.1, 0.3 14.4, 0.4 14.9

'BALSA' 4011,0,0,0,0,20. 0. 0. 0.1 'R-42''SPECIFIC GRAVITY 0.25'293..C.O.I1.1E»2, 4, 0.1 22.3, 0.2 22.1, 0.3 21.9, 0.4 21.7293..C.45,11.3E42. 4, 0.1 >.l, 0.2 9.5, 0.3 10.9, 0.4 12.3

•BALSA' 4012,0,0,0,0,30. 0. 0. 0.1 'R-421

•SPECIFIC 6RAVITY 0.26'293.,C,90,21.0E-4, 4, 0.1 2.2, 0.2 2.a.1.3E*2. 4, 0.1 5.1, 0.2 5.9.293.,C.45,1l.OE-4, 4, 0.1 4.9, 0.2 5.1.293.,C,0,1l.OE-4, 4, 0.1 19.1, 0.2 20.1, 0.3 21.1, 0.4 22.2

0.3 3.4,0.3 6.B,

0.4 4.50.4 7.a

0.3 6.7, 0.4 7.a

4013,0,0,0,0,10.

'BALSA'0. 0. 0.1 'S-42'•SPECIFIC GRAVITY 0.26'293.,C,0,1l.OE-4, 4, 0.1 22.3- 0.2 21.8, 0.3 21.5, 0.4 21.2

4014,0,0,0,0,10.

'BALSA'0. 0. 0.1 'R-42'•SPECIFIC GRAVITY 0.26'293.,C,45.1l.OE-4. 4, 0.1 3.3, 0.2 5.6. 0.3 7.9. 0.4 10.4

•BALSA'0. 0. 0.1 'R-441

'SPECIFIC GRAVITY 0.09

4015.0,0,0,0,40.

_-5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7

-5 0B


DATASES. NO.

145114521453,14 54145S14561457145B145914601461146214631464146514661467146>146914 701471147214 731474147514741477147»14 7914S0

i4ai1482nes14841485I4861407148C14B9149014911492149314941495149614971490149915O0

SSR

SSR

SSR

SSR

•MAT

REFCOMSSR

REFCOMSSR

293.,C, 0,1l.OE-4, 7, 0.02 4.16.0.1 4.59, 0.2 4.60, 0.3 4.61, 0.4 4.60,

0.5 4.60. 0.6 4.5629J.,C,45,1l.OE-4, 7, 0.02 0.54,0.1 0.91, 0.2 0.99. 0.3 1.05. 0.4 1.13.

0.5 1.27. 0.6 1.51293..C.60.1l.OE-4. 7. 0.02 0.3a.0.1 0.60. 0.2 0.66. 0.3 0.69. 0.4 0.77.

0.5 0.86. 0.6 1.01293..C,90.1l.OE-4. 7, 0.02 0.25,0.1 0.44, 0.2 0.47, 0.3 0.50, 0.4 0.55,

0.5 0.60, 0.6 0.66

•BALSA' 4016,0,0,0,0,10. 0. 0. 0.1 •R-44''SPECIFIC GRAVITY 0.18'293.,C, 0.1l.OE-4, 7, 0.02 10.4, 0.1 10.9, 0.2 10.95, 0.3 10.94, 0.4 10.9.

0.5 10.7, 0.6 10.7

4017,0,0,0,0,10.

'BALSA'0. 0. 0.1 'R-44''SPECIFIC GRAVITY 0.31'293.,C, 0,1l.OE-4, 7, 0.02 22.19. 0.1 22.6. 0.2 22.5, 0.3 22.5. 0.4 22.4,

0.5 22.3 . 0.6 21.3

4018,0.0,0,0.10.

MAT 'BALSA'0. 0.

REF 1 'R-49'COM 'SPECIFIC GRAVITY 0.22'SSR 293..C,90,1

»l.E-2, 9, 0.01 0.776, 0.O2 1.34, 0.05 2.05. 0.11 2.29, 0.22 2.35,0.36 2.40 , 0.51 2.35. 0.69 2.45. 0.92 2.67

HAT 'BALSA' 4019.0.0.0,0.10. 0. 0. 0.

BEF 1 'R-49'CON 'SPECIFIC GRAVITY 0.22'SSR 293..C. 0.1

41.E-2. 8. 0.02 7.7. 0.04 15.1, 0.06 22.1. 0.08 27.4. 0.16 23.a.0.29 20.2, 0.36 18.2, 0.43 14.1

MAT 'BALSA' 4020,0,0,0,0,10. 0. 0. 0.

REF 1 'R-49'COM 'SPECIFIC GRAVITY 0.22'SSR 293..C, 0,1

5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7

-5 08

100-

DATASEO. DO.

150115021503ISO*15051506150?150S1509151015511512151515141515151415171SU1519152015211522152315241525152615271529152915301531153215331531153515341537i53a1S39154015411542154315441S4S1S461547154815491550

1 2 3 4 5 6 75 o 5 o 5 0 5 0 5 0 5 0 5 0 -

B-5 0

REFCOMSSR

KEFCOHSSR

KEFCOHSSR

0.02 7 .7 ,0.29 20.0/0.69 1.23,

0.04 15 .1 '0.36 18.4,0.74 7.54,

0.06 22 .1 ,0.43 16.6,0.60 7.06

O.OB 27.4,0.51 14.1,

0.16 23.B,o.6o io.e.

4021,0,0,0,0,10.

'BALSA'0. 0. 0.1 "R-491

•SPECIFIC GRAVITY 0.22'293.,C, 0,1• l . E - 2 , 1 5 , 0.02 7.7 , 0.04 1 5 . 1 ,

0.29 IS .7 , 0.36 16.6,0.69 t . 7 2 , 0.74 >.29.

0.06 2 ! . 1 , COS 27.4, 0.16 23.2 ,0.43 14.3, 0.51 11.9, 0.60 10.0,O.tO B.53, 0.92 8.62, 1.05 7.27

'BALSA' 4022,0,0,0,0,10. 0. 0. 0.1 •R-49''SPECIFIC GRAVITY 0.22'293.,C,90,1+1.E-2, 9, 0.01 0.776, 0.02 1.34,

0.36 2.20 , 0.51 2.12,0.05 2.05, 0.11 2.29, 0.22 2.20,0.69 2.16, 0.92 2.12

HAT 'BALSA' 4023.0,0,0,0,10. 0. 0. 0.

REF 1 'R-49'COH 'SPECIFIC GRAVITY 0.22'SSR 293.,090,1

•l.E-2, 9, 0.01 0.776, 0.02 1.34,0.36 2.20 , 0.S1 2.23,

NAT 'PLYWOOD' 4100,0,0,0,0,01.0E-6. 1B.0, 7.1, 0.26

EDOHAT

0.05 2.05.0.69 2.35,

0.11 2.29,0.92 2.43

'SUS304'0. 0. 0.1 'R-51 ''HI B.90.CR IB.63293. ,T , ,11.000E-41.010E-49.8 ,1

0.0280.058

3.5E«2 , 1 , 0.1104.0E42 ,14.95E»2,15.81E»2,1S.83E*2,15.92E*2,15.95E«2,1

2033,0,0,0,0,20.

C 0.08,SI O.?1,HN 1.67,P 0.02B,S 0.008*

5.8E»1

0.002 196.0.009 375.

0.019 453.504.572.674.763.845.

0.1620.2090.295 1000.0.252 91«.0.41B 1165.0.380 1116.

5 0 5 o 5 o 5 <j 5 0 5 0 5 0 - -1 2 3 4 5 6 7

-5 0S

Appendix G (Continued]

01TASE«. HO.

15511552155315S41SS515561557155B155915601561

1 2 3 4 5 6 75 o 5 0 5 0 5 0 5 0 5 0 5 0 -

5.97J*J,1- 0.341 1067.8.29E«2,1, 0.450 1203.

SSR 673. ,T , ,61.000E-4, 1 , 0.110 379.1.001E-4, 1 , 0.162 437.1.002E-4, 1 , 0.209 493.

B-5 0

7.47.59.3

1 , 0.295 561.1 , 0.063 295.1 , 0.256 S28.

101

ft

4

ft

It

ft

Mi

SitftIt

ftft

y

4-

T•y

7

-

• 7' 7fcfe

y

/t/

y

XT 7

t"

rv'T

A

Ty

/u

7

y

y

E ^m

kg

AK

mol

cd

r rad

sr

S 3

ml£j j

X

s*

fig

<s-r-b

m

US

sm

n .^+'-. fj* , tm ft .

a, ans%

y 9 1

my 9 7yi/ -y *5

W

ft

s

9. Aft

s ft

9 y x

0.ffi ft7 y x

x £ ft

ft

«l«l ft^ ft

—

•y

7

7

*7

•y

•7

T

« .

•b

;u

yu

^N:

7'•y

S *

/.,* - \-

a -

V

— a

IV

T 7

-

— / y

X ~

X

y 'J

•yy

y

hK

A

X

/ v '

7

-

u y 0 x ft- y

7

7 \s

- *>\,

y

^

-(h

Hz

N

Pa

J

W

C

V

F

ns

Wb

T

H

tlm

lx

BqGySv

s - .

m-kg/s2

N / m '

N-m

J / s

A s

VV/A

C/V

V/AA/V

V-sWb/m!

Wb/A

cd-sr

lm/m!

s"'

J/kgJ/kg

7 > .

It.' J •>

« T

SI<

VftD

a»y

t-

Emin.

•

1. L

t

eVu

h.

1

d-

* 5

leV=1.6O218xlO-"J1 u=1.66054xl0-"kg

^ / f X l - D - A

' < — y

/< - IV

if iv

4- ^ 'J1/ y h y y

7 K

1/ A

Ab

bar

Gal

CiR

radrem.

A=0.1nm = 10-'0m

1 b=100fm2 = 10-"m2

1 bar=0.1 MPa=10sPa

lCi=3.7xlO"1Bq

lR=2.58xlO"4C/kg

1 rad = lcGy=10 !Gy

1 rem=lcSv= 10 !Sv

10"10"10"10*10'101

10'

10'

10"'

10"10""3

io-10''

10""10""10""

mm.x 7- ;

• f

4-'j<

4-/s 7

f

r•b y

5v -f 7-}•

t"

7 x AT

i f

7

/J'

A'a

•y

7^

•

E tE

P

T

G

M

k

h

da

d

cm

u

n

Pf

a

(tt)1. - 5 11 ("BIBWftSU » 5 K . H B

1985^flJfflCJ;4o ^c/cL. 1 eV

4B J: Of 1 u ©t t l i CODATA

2.

3. barli.

barniij;

m

IV

1

ft

m•

»w

N( = 10sdyn)

1

980665

4.44822

kgf

0.101972

1

0.453592

ft I Pa-s(N-s/mI)=l0P(.1!T

Aft I mVs= 10

J(=lO'erg)

I

9.80665

3.6x10'

4.18605

1055.06

1.35582

1.60218x 1 0 "

Bq

1

3.7 x 10'°

• S t ( * r - > * )

kgf-m

0.101972

1

3.67098 x 10s

0 426858

107.586

0.138255

1 63377 x \0'">

Ci

2.70270 x 10'"

1

lbf

0.224809

2.20462

1

*)(g/(cm-s))

<cmV.)

kW-h

2.77778 x 10"

2.72407 x 1 0 -

1

1.16279 x 1 0 -

2sO072x]0"

3.76616x10'

4.45050 x 1 0 "

m

E

n

MPa( = 10bar)

1

0.0980665

0.101325

1.33322 x 1 0 -

6.89476 x 10"

cal(itft^)

0.238889

2.34270

8.59999 x 10

1

252.042

0.323890

3.82743x10

Gy

1

0.01

rad

100

1

s

kgf/cm'

10.1972

1

1.03323

1.35951 x l O !

7.03070 x 1O'!

Btu

9.47813 x 10"

9.29487 x 10"

3412.13

3.96759 x 10"

1.28506x10"

1.51857x10-

p.itm•

i

3

3

1

22

atm

9.86923

0.967841

1

1.31579 x 10"

6.80460xl0' :

ft • lbf

0.737562

7.23301

2.65522 x 10

3.08747

778.172

1

1.18171 x 10

C/kg

1

2.58 x 10"

14

eV

6.24150x10

6.12082x 10

2.24694 x 10

2.61272 x 10

6.58515 x 10

8.46233 x 10

1

R

3876

1

mmHg(Torr)

7.50062 x 10'

735.559

760

1

51.7149

1 cal = 4

" = 4.

= 4.

" f t**

= 75

lbf/in!(psi)

145.038

14.2233

14.6959

1.93368x10-'

1

18605 J(ItftS)

184 J (ftff?)

1855 J (15 "O

1868J(aK*»

PS (.iumti)

kgf-m/s

" = 735.499 W

ISft

ft

Sv

1

0.01

rem

100

1

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