graphite/polyimide composites subjected to biaxial loads ...€¦ · graphite/polyimide composites...

41
Graphite/Polyimide Composites Subjected to Biaxial Loads at Elevated Temperatures Maciej S. Kumosa* and J. K. Sutter** *Center for Advanced Materials and Structures Department of Engineering, University of Denver 2390 S. York St., Denver Colorado [email protected] , tel: (303) 699-3236 ** NASA Glenn Research Center at Lewis Field 21000 Brookpark Road, Cleveland, OH 44135 https://ntrs.nasa.gov/search.jsp?R=20070022361 2020-05-01T08:18:32+00:00Z

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Gra

phit

e/P

olyi

mid

e C

ompo

site

s Su

bjec

ted

to B

iaxi

al L

oads

at

Elev

ated

Tem

pera

ture

s

Mac

iej

S. K

um

osa*

an

d J.

K. S

utt

er*

*

*C

ente

r fo

r A

dvan

ced

Mat

eria

ls a

nd

Stru

ctu

res

Dep

artm

ent

of E

ngi

nee

rin

g, U

niv

ersi

ty o

f D

enve

r2

39

0 S

. Yor

k St

., D

enve

r C

olor

ado

mku

mos

a@du

.edu

, tel

: (3

03

) 6

99

-32

36

**

NA

SA G

len

n R

esea

rch

Cen

ter

at L

ewis

Fie

ld2

10

00

Bro

okpa

rk R

oad,

Cle

vela

nd,

OH

44

13

5

https://ntrs.nasa.gov/search.jsp?R=20070022361 2020-05-01T08:18:32+00:00Z

Abs

trac

tFi

rst,

we

will

rev

iew

ou

r m

ost

impo

rtan

t re

sear

ch

acco

mpl

ish

men

ts f

rom

a f

ive

year

stu

dy c

once

rned

w

ith

th

e pr

edic

tion

of

mec

han

ical

pro

pert

ies

of

un

idir

ecti

onal

an

d w

oven

gra

phit

e/po

lyim

ide

com

posi

tes

base

d on

T6

50

-35

, M4

0J

and

M6

0J

fibe

rs e

mbe

dded

in e

ith

er P

MR

-15

or

PM

R-I

I-5

0

poly

imid

e re

sin

s.

Then

, an

agi

ng

mod

el r

ecen

tly

deve

lope

d fo

r th

e co

mpo

site

s ag

ed in

nit

roge

n w

ill b

e pr

opos

ed a

nd

expe

rim

enta

lly v

erif

ied

on a

n e

igh

t h

arn

ess

sati

n

(8H

S) w

oven

T6

50

-35

/PM

R-1

5 c

ompo

site

age

d in

n

itro

gen

at

31

5°C

for

up

to 1

50

0 h

ours

.

The

stu

dy w

as s

upp

orte

d jo

intl

y be

twee

n 1

99

9

and

20

05

by

the

AFO

SR, t

he

NA

SA G

len

n R

esea

rch

C

ente

r, a

nd

the

Nat

ion

al S

cien

ce F

oun

dati

on.

We

Wer

e a

Par

t of

Th

ese

Effo

rts!

!!

Roc

ket

Bas

ed C

ombi

ned

Cyc

leC

omb

ust

ion

Ch

amb

er S

upp

ort

Str

uct

ure

NA

SA G

lenn

Ann

ounc

emen

t, M

arch

200

4.

“A li

ghtw

eigh

t hig

h te

mpe

ratu

re p

olym

er m

atrix

com

posi

te (H

TPM

C)c

ombu

stor

su

ppor

t cha

mbe

r for

a R

ocke

t Bas

ed C

ombi

ned

Cyc

le e

ngin

e su

cces

sful

ly su

rviv

ed

hot-f

ire te

stin

g at

ATK

-GA

SL.

This

test

ing

conc

lude

s a th

ree

year

col

labo

ratio

n be

twee

n N

ASA

Gle

nn a

nd B

oein

g to

des

ign,

fabr

icat

e an

d te

st th

e su

ppor

t stru

ctur

e an

d fu

lfills

a G

PRA

(Gov

ernm

ent P

erfo

rman

ce R

efor

m A

ct) m

ilest

one

for t

he

UEE

T (U

ltra-

effic

ient

Eng

ine

Prog

ram

).Th

e su

ppor

t stru

ctur

e w

as p

repa

red

from

a

high

tem

pera

ture

com

posi

te m

ater

ial,

PMR

-II-

50”

Shea

r Te

stin

g of

8H

S T6

50

-35

/PM

R-1

5,

4H

S M

40

J/P

MR

-II-

50

an

d 4

HS

M6

0J/

PM

R-I

I-5

0

Mec

han

ical

beh

avio

r of

un

idir

ecti

onal

an

d w

oven

gr

aph

ite/

poly

imid

e co

mpo

site

s ba

sed

on

med

ium

(T

65

0-3

5)

and

hig

h

(M4

0J

and

M6

0J)

m

odu

lus

grap

hit

e fi

bers

w

ith

P

MR

-15

an

d P

MR

-II-

50

po

lyim

ide

resi

ns

test

ed

un

der

biax

ial

shea

r do

min

ated

st

ress

co

ndi

tion

s ov

er

a te

mpe

ratu

re

ran

ge

of

20

°C

to

31

6°C

u

nde

r dr

y an

d w

et

con

diti

ons

has

be

en

inve

stig

ated

bo

th

expe

rim

enta

lly a

nd

nu

mer

ical

ly.

M.

Ku

mos

a et

al.,

Com

pari

son

of t

he

45°

off

Axi

s an

d Io

sipe

scu

Shea

r Te

sts

for

Wov

en F

abri

c C

ompo

site

M

ater

ials

, Com

posi

tes

Tech

nolo

gy &

Res

earc

h, V

ol. 2

4 (2

002)

pp.

3-1

6.

M.

Gen

tz e

t al

., M

ech

anic

al B

ehav

ior

of a

Wov

en G

raph

ite/

PM

R-1

5 C

ompo

site

at

Roo

m a

nd E

leva

ted

Tem

pera

ture

s D

eter

min

ed f

rom

th

e ±4

5°Te

nsile

and

Ios

ipes

cu S

hea

r Te

sts,

Jou

rnal

of

Com

posi

tes

Tech

nolo

gy &

Res

earc

h, V

ol. 2

5, I

ssu

e 1

(200

3) p

p. 2

2-34

.

M. G

entz

, et

al.,

In

-Pla

ne S

hea

r Te

stin

g of

Wov

en G

raph

ite/

Pol

yim

ide

Com

posi

tes

wit

h M

ediu

m a

nd H

igh

Mod

ulu

s G

raph

ite

Fibe

rs a

t R

oom

and

31

6°C

Tem

pera

ture

s, C

ompo

site

s Sc

ienc

e an

d Te

chno

logy

, V

ol.

64

(200

4) p

p. 2

03-2

20.

Gra

phit

e/P

olyi

mid

e C

ompo

site

s

Wov

en c

ompo

site

sys

tem

s; p

lain

(le

ft)

and

eigh

t h

arn

ess

sati

n 8

HS

(rig

ht)

A

maj

or

limit

atio

n

of

wov

en

fibe

r/po

lym

er

mat

rix

com

posi

te

syst

ems

is t

he

inab

ility

of

thes

e m

ater

ials

to

resi

st i

ntr

alam

inar

an

d in

terl

amin

ar d

amag

e in

itia

tion

an

d pr

opag

atio

n u

nde

r sh

ear-

dom

inat

ed b

iaxi

al lo

adin

g co

ndi

tion

s.

Bia

xial

Sh

ear

Dom

inat

ed S

tren

gth

of

8H

S T6

50

-35

/PM

R-1

5 S

yste

m

Ther

e ar

e n

um

erou

s sh

ear

test

met

hod

s fo

r w

oven

fab

ric

com

posi

tes,

eac

h w

ith

its

ow

n

adva

nta

ges

and

disa

dvan

tage

s.

Two

tech

niq

ues

, w

hic

h

show

m

uch

po

ten

tial

, ar

e th

e Io

sipe

scu

sh

ear

and ±4

5°te

nsi

lete

sts.

Th

e ap

plic

atio

n o

f th

ese

two

test

s fo

r th

e sh

ear

test

ing

of

wov

en

grap

hit

e/po

lyim

ide

com

posi

tes

at r

oom

an

d el

evat

ed

tem

pera

ture

s w

as

eval

uat

ed

in

this

pr

ojec

t bo

th

expe

rim

enta

lly

and

nu

mer

ical

ly.

Mac

rosc

opic

FEM

Mod

els

of ±

45

° Te

nsi

le

and

Iosi

pesc

u S

hea

r Te

sts

Fin

ite

elem

ent

mes

h o

f ±4

spec

imen

Fin

ite

elem

ent

mes

h o

f Io

sipe

scu

sp

ecim

en.

G.

Ode

gard

, K

. Se

arle

s an

d M

. K

um

osa,

Non

linea

r A

naly

sis

of W

oven

Fab

ric-

Rei

nfo

rced

Gra

phit

e/P

MR

-15

C

ompo

site

s un

der

Shea

r-D

omin

ated

Bia

xial

Loa

ds,

Mec

hani

cs o

f Co

mpo

site

Mat

eria

ls a

nd S

truc

ture

s, V

ol.

7 (2

000)

pp.

129

-152

.

Tow

s

Tow

s

SEM

An

alys

is (

Stag

es o

f D

amag

e in

8

HS

T65

0-3

5/P

MR

-15

)

Stag

es o

f cr

ack

init

iati

on a

nd

prop

agat

ion

in 8

HS

T65

0-3

5/P

MR

-15

at

roo

m t

empe

ratu

re u

nde

r sh

ear

dom

inat

ed in

-pla

ne

load

s.

G.

Ode

gard

, K

. Se

arle

s an

d M

. K

umos

a, N

onlin

ear

Ana

lysi

s of

Wov

en F

abri

c-R

ein

forc

ed G

raph

ite/

PM

R-1

5 C

ompo

site

s un

der

Shea

r-D

omin

ated

Bia

xial

Loa

ds,

Mec

hani

cs o

f Co

mpo

site

Mat

eria

ls a

nd S

truc

ture

s, V

ol. 7

(2

000)

pp.

129

-152

.

M.

Ku

mos

a, G

. O

dega

rd,

D.

Arm

entr

out,

L.

Ku

mos

a, K

. Se

arle

s an

d J.

K.

Sutt

er,

Com

pari

son

of

the ±4

5°O

ff-

Axi

s an

d Io

sipe

scu

Shea

r Te

sts

for

Wov

en

Fabr

ic

Com

posi

te

Mat

eria

ls,

J. C

ompo

site

s Te

chno

logy

&

Res

earc

h, V

ol. 2

4, N

o. 1

(20

02)

pp.

3-16

.

M.

Gen

tz,

D.

Arm

entr

out,

P.

Ru

pnow

ski,

L. K

um

osa,

J.

K.

Sutt

er a

nd

M.

Ku

mos

a, M

ech

anic

al B

ehav

ior

of a

W

oven

Gra

phit

e/P

MR

-15

Com

posi

te a

t R

oom

an

d El

evat

ed T

empe

ratu

res

Det

erm

ined

fro

m t

he ±4

5°Te

nsi

le

and

Iosi

pesc

u S

hear

Tes

ts, C

ompo

site

s Te

chno

logy

& R

esea

rch,

Vol

. 25

(200

3) p

p. 2

2-34

.

8H

S T6

50

-35

/PM

R-1

5;

Iosi

pesc

u V

S. ±

45

°Te

nsi

le T

ests

Shea

r st

ress

es a

t th

e on

set

of in

tral

amin

ar d

amag

e an

d at

th

e m

axim

um

load

s fr

om t

he

±45

ºan

d Io

sipe

scu

tes

ts a

t ro

om a

nd

31

6ºC

tem

pera

ture

s fo

r th

e 8

HS

T65

0-3

5/P

MR

-15

sys

tem

.

T65

0/P

MR

-15

Shea

r St

ress

es a

t th

e O

nse

t of

In

tral

amin

ar

Dam

age

[MP

a]

Shea

r St

ress

es a

t M

axim

um

Lo

ads

[MP

a]

Test

±45

º(b

iaxi

al)

Iosi

pesc

u

(sh

ear)

±45

º(b

iaxi

al)

Iosi

pesc

u

(sh

ear)

at R

T5

6.6

±2

.09

4.8

±1

.38

2.0

±0

.15

10

5.8

±2

.6

at 3

15

ºC3

7.3

±5

.25

9.9

±1

.25

0.8

±6

.07

1.8

±4

.2

G.

Ode

gard

, K

. Se

arle

s an

d M

. K

um

osa,

Non

linea

r A

nal

ysis

of

Wov

en F

abri

c-R

ein

forc

ed G

raph

ite/

PM

R-1

5

Com

posi

tes

unde

r Sh

ear-

Dom

inat

ed B

iaxi

al L

oads

, M

echa

nics

of

Com

posi

te M

ater

ials

and

Str

uctu

res,

Vol

. 7

(20

00

) pp

. 12

9-1

52

..

M.

Ku

mos

a, G

. O

dega

rd,

D.

Arm

entr

out,

L.

Ku

mos

a, K

. Se

arle

s an

d J.

K.

Sutt

er,

Com

pari

son

of t

he ±4

5°O

ff-A

xis

and

Iosi

pesc

u S

hear

Tes

ts f

or W

oven

Fab

ric

Com

posi

te M

ater

ials

, J.

Com

posi

tes

Tech

nolo

gy &

Res

earc

h, V

ol.

24, N

o. 1

(20

02)

pp.

3-16

.

M.

Gen

tz,

D.

Arm

entr

out,

P.

Ru

pnow

ski,

L. K

um

osa,

J.

K.

Sutt

er a

nd

M.

Ku

mos

a, M

ech

anic

al B

ehav

ior

of a

W

oven

Gra

phit

e/P

MR

-15

Com

posi

te a

t R

oom

an

d El

evat

ed T

empe

ratu

res

Det

erm

ined

fro

m t

he ±

45°

Ten

sile

an

d Io

sipe

scu

Sh

ear

Test

s, C

ompo

site

s Te

chno

logy

& R

esea

rch,

Vol

. 25

(2

00

3)

pp.

22

-34

.

Vis

co-E

last

ic M

eso-

& M

icro

-M

odel

ing

of 8

HS

T65

0-3

5/P

MR

-15

To

un

ders

tan

d th

e ef

fect

of

bi

axia

l an

d sh

ear

dom

inat

ed l

oads

on

th

e fa

ilure

pro

cess

of

eigh

t h

arn

ess

sati

n (

8H

S) T

65

0-3

5/P

MR

-15

, 3

D m

odel

s of

th

e m

eso-

and

mic

ro-

un

it c

ells

wer

e bu

ilt.

The

mag

nit

ude

of

resi

dual

mes

o-an

d m

icro

-str

esse

s in

th

e w

arp

and

fill

tow

s an

d th

e st

ress

es c

ause

d by

pu

rely

m

ech

anic

al

shea

r an

d bi

axia

l lo

ads

wer

e n

um

eric

ally

det

erm

ined

as

a fu

nct

ion

of

the

cool

ing

rate

.

B.

Ben

edik

t, P

. R

upn

owsk

i an

d M

. K

um

osa,

Vis

co-E

last

ic S

tres

s D

istr

ibu

tion

s an

d El

asti

c P

rope

rtie

s in

U

nid

irec

tion

al G

raph

ite/

Pol

yim

ide

Com

posi

tes

wit

h La

rge

Vol

um

e Fr

acti

ons

of F

iber

s, A

cta

Mat

eria

lia,

Vol

. 51

, No.

12

(200

3) p

p. 3

483-

3493

.

P.

Rup

now

ski

and

M.

Ku

mos

a, M

eso-

and

Mic

ro-S

tres

s A

naly

ses

in a

n 8

HS

Gra

phit

e/P

olyi

mid

e W

oven

C

ompo

site

Su

bjec

ted

to B

iaxi

al I

n-P

lan

e Lo

ads

at R

oom

Tem

pera

ture

, Co

mpo

site

s Sc

ienc

e an

d Te

chno

logy

, V

ol. 6

3 (2

003)

pp.

785

-799

.

Vis

co-E

last

o-P

last

ic M

eso-

Mic

ro M

odel

ing

of 8

HS

T65

0-3

5/P

MR

-15

Fin

ite

elem

ent

repr

esen

tati

ons

of u

nid

irec

tion

al (

left

) an

d 8

HS

wov

en (

righ

t)

grap

hit

e/po

lyim

ide

com

posi

tes

for

vis

co-e

last

o-pl

asti

c m

icro

-an

d m

eso-

stre

ss

anal

yses

.

P.

Ru

pnow

ski,

M.

Gen

tz a

nd M

. K

um

osa,

Mec

han

ical

Res

pons

e of

a W

oven

Gra

phit

e/P

olyi

mid

e C

ompo

site

to

In-P

lan

e Sh

ear

Dom

inat

ed B

iaxi

al L

oads

at

Roo

m a

nd E

leva

ted

Tem

pera

ture

s,A

cta

Mat

eria

lia,

Vol

. 52

, N

o.

19 (

2004

) pp

. 560

3-56

13.

Mes

o-&

Mic

ro-

Stre

ss D

istr

ibu

tion

s in

8H

S T6

50

-35

/PM

R-1

5M

eso-

and

mic

ro-s

tres

ses

in t

he

cen

ter

of t

he

tow

in t

he

un

dula

tion

reg

ion

of

8H

S T6

50

/PM

R-1

5 f

or v

ario

us

exte

rnal

in-p

lan

e lo

ads

at r

oom

tem

pera

ture

.

Mes

o-St

ress

es [M

Pa]

Mic

ro-S

tres

ses

[MPa

]

Loa

d ca

seσ X

X(t

rans

. in

-pla

ne)

σ YY

(long

i. in

-pl

ane)

σ ZZ

(tra

ns.

out o

f pla

ne)

σ XZ

(in-

plan

e sh

ear)

Failu

re

Inde

xT

sai-H

ill

σ 1(m

ax.

prin

cipa

l str

ess

in th

e m

atri

x)

Cas

e 1

(∆T

onl

y) o

n co

olin

g64

-119

18-1

0.6

1.1

0.7

3.9

1.2

4.4

4.0

4.6

94

Cas

e 2

(∆T

+TX

)79

-129

16-1

107

Cas

e 3

(∆T

+TZ

)68

145

20-1

102

Cas

e 4

(∆T

+S)I

osip

escu

66-9

819

108

208

Cas

e 5

(∆T

+TX

+TZ

)83

136

170

111

Cas

e 6

(∆T

+TX

+S)

81-1

0717

109

222

Cas

e 7

(∆T

+TZ

+S)

7016

720

109

216

Cas

e 8

(∆T

+TX

+TZ

+S)

+/-4

5 de

g te

st85

158

1811

023

0

∆T

resi

dual

str

esse

s, T

X(Z

) ap

plie

d in

-pla

ne

ten

sion

s al

ong

the

war

p an

d fi

ll to

ws,

S in

-pla

ne

shea

r w

ith

TX

=TZ

=S=

10

0M

Pa

Vis

co-E

last

o-P

last

ic M

eso-

Mic

ro M

odel

ing

of 8

HS

T65

0-3

5/P

MR

-15

0102030405060

0.0%

0.5%

1.0%

1.5%

2.0%

shea

r str

ain

shear stress [MPa]R

T, F

EM

315°

C, F

EM

expe

rimen

tR

Tm

in/

%7

=ε&

min

/%

5=

ε&

315°

C,

315°

C,

min

/%

4.0=

ε&31

5°C

,

The

mac

ro-r

espo

nse

of

th

e co

mpo

site

to

sh

ear

cou

ld

be

accu

rate

ly

pred

icte

d as

a f

un

ctio

n o

f te

mpe

ratu

re a

nd

in-p

lan

e sh

ear

dom

inat

ed

load

s if

th

e ac

tual

com

posi

te a

rch

itec

ture

as

wel

l as

th

e fi

ber

and

mat

rix

prop

erti

es a

re c

onsi

dere

d.

P. R

upn

owsk

i, M

. Gen

tz a

nd

M. K

umos

a, M

echa

nic

al R

espo

nse

of a

Wov

en G

raph

ite/

Pol

yim

ide

Com

posi

te t

o In

-Pla

ne

Shea

r D

omin

ated

Bia

xial

Loa

ds a

t R

oom

and

Ele

vate

d Te

mpe

ratu

res,

Act

a M

ater

ialia

, Vol

. 52

, No.

19

(200

4) p

p. 5

603-

5613

.

Cri

tica

l Iss

ues

The

wea

kest

fra

ctu

re m

ode

in t

he 8

HS

T65

0/P

MR

-15

com

posi

te i

s th

e co

mbi

ned

st

ate

of

stre

ss

con

sist

ing

of

in-p

lan

e sh

ear

and

biax

ial

ten

sion

al

ong

the

war

p an

d fi

ll to

ws.

In

sh

ear

(Ios

ipes

cu

test

),tr

ansv

erse

tow

cra

cks

init

iate

at

appr

oxim

atel

y 9

5 M

Pa

shea

r st

ress

. U

nde

r bi

axia

l sh

ear

dom

inat

ed l

oads

45

° of

f-ax

is),

th

e to

w c

rack

s in

itia

te a

t 5

7 M

Pa

shea

r st

ress

. Thi

s ca

n b

e ex

plai

ned

nu

mer

ical

ly.

Lin

ear

elas

tic

mac

ro-

and

mic

ro-

stre

ss a

nal

yses

can

not

exp

lain

th

e ve

ry c

ompl

ex f

ract

ure

/fai

lure

pro

cess

in

wov

en g

raph

ite/

poly

imid

e la

min

ates

su

bjec

ted

to i

n p

lan

e sh

ear

dom

inat

ed l

oads

. A

lso,

non

-lin

ear

mac

ro-a

ppro

ach

es

are

not

su

itab

le

to

expl

ain

th

e ef

fect

of

bi

axia

l loa

ds a

nd

resi

dual

str

esse

s on

th

e da

mag

e in

itia

tion

str

esse

s.

Vis

co-e

last

o-pl

asti

c an

alyt

ical

an

d FE

M s

tres

s an

alys

es a

re n

eede

d. I

n

part

icu

lar,

th

e ef

fect

of

man

ufa

ctu

rin

g re

sidu

al s

tres

ses

on t

he

failu

re

proc

ess

mu

st b

e co

nsi

dere

d.

The

type

of

frac

ture

an

d th

e cr

itic

al l

oads

will

be

affe

cted

by

phys

ical

an

d ch

emic

al a

gin

g.

Res

idu

al S

tres

ses

and

Tow

Mic

ro-C

rack

ing

Cro

ss-s

ecti

ons

of w

oven

8H

S T

65

0-3

5/P

MR

-15

(le

ft),

4H

S M

40

J/P

MR

-II-

50

(m

iddl

e)

and

4H

S M

60

J/P

MR

-II-

50

(ri

ght)

com

posi

tes

afte

r m

anu

fact

uri

ng

and

post

cu

rin

g

Res

idu

al

stre

sses

in

gr

aph

ite/

poly

imid

e co

mpo

site

s de

pen

d pr

imar

ily o

n:

Vis

co-e

last

o-pl

asti

c st

iffn

ess

prop

erti

es a

nd

CTE

s of

pol

yim

ide

resi

ns

Fibe

r el

asti

c pr

oper

ties

(lo

ngi

tudi

nal

, tra

nsv

erse

, sh

ear)

CTE

s of

fib

ers

(bot

h lo

ngi

tudi

nal

an

d tr

ansv

erse

)M

anu

fact

uri

ng

con

diti

ons

Agi

ng

con

diti

ons

Fibe

r/m

atri

x in

terf

aces

Com

posi

te a

rch

itec

ture

, et

c., e

tc, e

tc.

An

Eva

luat

ion

of

Elas

tic

Pro

pert

ies

and

Coe

ffic

ien

ts

of T

her

mal

Exp

ansi

on o

f G

raph

ite

Fibe

rs

A

met

hod

olog

y h

as

been

su

gges

ted

for

the

eval

uat

ion

of

st

iffn

ess

prop

erti

es (

lon

gitu

din

al,

tran

sver

se a

nd

shea

r) a

nd

coef

fici

ents

of

th

erm

al

expa

nsi

on

(bot

h

lon

gitu

din

al

and

tran

sver

se)

of m

ediu

m (

T65

0-3

5)

and

hig

h (

M4

0J

and

M6

0J)

m

odu

lus

grap

hit

e fi

bers

. Th

e m

eth

odol

ogy

was

su

bseq

uen

tly

use

d to

det

erm

ine

the

stif

fnes

s an

d th

erm

al p

rope

rtie

s of

th

e fi

bers

fro

m t

he

mac

rosc

opic

in

put

data

of

un

idir

ecti

onal

an

d w

oven

com

posi

tes

base

d on

th

e sa

me

fibe

rs e

mbe

dded

eit

her

in

PM

R-1

5 o

r P

MR

-II-

50

pol

yim

ide

resi

ns.

P.

Rup

now

ski,

M.

Gen

tz,

J.K

. Su

tter

and

M.

Kum

osa,

An

Eval

uat

ion

of E

last

ic P

rope

rtie

s an

d C

oeff

icie

nts

of

Ther

mal

Exp

ansi

on o

f G

raph

ite

Fibe

rs f

rom

Mac

rosc

opic

Com

posi

te I

npu

t D

ata,

Pro

ceed

ings

of

the

Roy

al

Soci

ety,

Vol

. 46

1 (

20

05

) pp

. 34

7-3

69

.

P.

Ru

pnow

ski,

M.

Gen

tz,

J. K

. Su

tter

and

M.

Ku

mos

a, A

n Ev

alua

tion

of

the

Elas

tic

Pro

pert

ies

and

Ther

mal

Ex

pan

sion

Coe

ffic

ien

ts o

f M

ediu

m a

nd H

igh

Mod

ulu

s G

raph

ite

Fibe

rs,

Com

posi

tes

Part

A;

App

lied

Scie

nce

and

Man

ufac

turi

ng, V

ol. 3

6 (2

004)

pp.

327

-338

.

T65

0-3

5, M

40

J, M

60

J; E

last

ic P

rope

rtie

s

The

room

te

mpe

ratu

re

prop

erti

es o

f th

e T6

50

-35

, M

40

J an

d M

60

J fi

ber

syst

ems

wer

e m

easu

red

usi

ng

the

thre

e-co

mpo

nen

t os

cilla

tor

reso

nan

ce

met

hod

. Th

e m

acro

-co

effi

cien

ts

of

ther

mal

ex

pan

sion

of

th

e co

mpo

site

s an

d th

eir

nea

t re

sin

s w

ere

obta

ined

by

le

ngt

h

dila

tom

etry

. Th

en,

the

fibe

r pr

oper

ties

w

ere

calc

ula

ted

(re-

calc

ula

ted

for

T65

0-3

5).

2 ⎟⎟ ⎠⎞⎜⎜ ⎝⎛

=n

Lf

Gor

Esp

ecρ

P. R

upn

owsk

i, M

. Gen

tz, J

. K. S

utte

r an

d M

. Kum

osa,

An

Eval

uati

on o

f th

e El

asti

c P

rope

rtie

s an

d Th

erm

al

Expa

nsi

on C

oeff

icie

nts

of

Med

ium

and

Hig

h M

odu

lus

Gra

phit

e Fi

bers

, Co

mpo

site

s Pa

rt A

; App

lied

Scie

nce

and

Man

ufac

turi

ng, V

ol. 3

6 (2

004)

pp.

327

-338

.

Esh

elby

/Mor

i-Ta

nak

a A

ppro

ach

11

11

11

11

[(1)

()(

)][

((

))(

)]

fm

mc

mv

mc

vv

CC

IS

CC

IC

Sf

SI

CC

ff

−−

−−

−−

=−

−−

+−

−−

mc

mm

vf

mf

vf

CI

Sf

SC

CC

αα

α+

−−

−−

−=

−)

]())

()(

[(1

1

wh

ere

C f,

C c,

C mar

e th

e st

iffn

ess

mat

rice

s of

th

e fi

bers

, co

mpo

site

an

d re

sin

, res

pect

ivel

y

Sis

th

e Es

hel

by t

enso

r an

d I

is t

he

iden

tity

mat

rix

α f,α

m ,

andα c

are

the

colu

mn

vec

tors

of

the

CTE

s fo

r th

e fi

bers

, m

atri

x an

d co

mpo

site

, res

pect

ivel

y

f vis

th

e vo

lum

e fr

acti

on o

f fi

bers

Mac

ro-

to M

icro

-App

roac

h

Cla

ssic

al e

rror

ana

lysi

s ba

sed

on t

he M

onte

Car

lo m

etho

d ap

plie

d to

th

e in

vers

e Es

helb

y/Ta

naka

-Mor

i m

odel

w

as

empl

oyed

to

com

pute

the

unc

erta

inty

of

indi

rect

eva

luat

ion

of

grap

hite

fibe

r pro

pert

ies.

INPU

T D

ATA

–co

mpo

site

an

d re

sin

prop

ertie

s

OU

TPU

T D

ATA

–pr

obab

ility

di

strib

utio

n fu

nctio

ns (p

df’s

) of

fibe

r pro

perti

es

Mon

te C

arlo

m

etho

d+

Mic

ro-m

echa

nic

mod

el

P. R

upno

wsk

i, M

. Gen

tz, J

.K. S

utt

er a

nd

M. K

um

osa,

An

Eval

uat

ion

of E

last

ic P

rop

erti

es a

nd

Coe

ffic

ien

ts o

f Th

erm

al E

xpan

sion

of

Gra

phit

e Fi

bers

fro

m M

acro

scop

ic C

ompo

site

In

put

Dat

a, P

roce

edin

gs o

f th

e R

oyal

Soc

iety

, Vol

. 461

(20

05)

pp. 3

47-3

69.

T65

0-3

5, M

40

J, M

60

J; “

Fin

al”

Esti

mat

es

E f11

[GP

a]E f

22

[GP

a]G

f12

[GP

a]G

f23

[GP

a]ν f

12C

TE

(lon

g.)

10

-6/K

CTE

(t

ran

s.)

10

-6/K

T65

0-

35

22

3(2

43

)

15

.4±

0.5

(13

.8)

21

.1±

1.1

(23

.1)

5.8

±0

.4(5

.0)

0.4

0.0

2(0

.29

)

-1.1

0.0

5(-

.84

)

13

.3±

0.8

(7.8

)

M4

0J

32

19

(37

7)

10

.8±

0.3

20

.8±

23

.9±

0.1

0.2

0.0

5-2

.0±

0.1

(-.8

3)

8.7

±1

.6

M6

0J

50

2(5

88

)

9.4

±0

.5-

--

-2.0

±0

.2(-

1.1

)

18

.0±

4

() f

rom

lite

ratu

re

Mac

ro-

to M

icro

-App

roac

h;

Lim

itat

ion

s

The

new

ly d

evel

oped

exp

erim

enta

l/n

um

eric

al

met

hod

olog

y is

ex

trem

ely

sen

siti

ve

to

the

accu

racy

of

the

inpu

t m

acro

-dat

a, e

spec

ially

in

th

e ca

se o

f th

e el

asti

c pr

oper

ties

.

How

ever

, u

sin

g th

e m

acro

co

mpo

site

in

put

data

fro

m t

he

osci

llato

r re

son

ance

met

hod

an

d le

ngt

h

dila

tom

etry

in

co

nju

nct

ion

w

ith

EM

T an

d FE

M,

hig

h

qual

ity

esti

mat

es

of

fibe

r pr

oper

ties

wer

e ob

tain

ed.

The

met

hod

olog

y al

so w

orks

ver

y w

ell

wit

h

ther

mal

exp

ansi

ons

of g

raph

ite

fibe

rs.

X-R

ay D

iffr

acti

on T

ests

on

T6

50

-35

/PM

R-1

5

Com

posi

tes

wit

h E

mbe

dded

In

clu

sion

s

Inte

rlam

inar

re

sidu

al

ther

mal

st

ress

es

in

un

idir

ecti

onal

an

d w

oven

(8

HS)

T6

50

-35

/PM

R-1

5

com

posi

tes

wer

e de

term

ined

bot

h e

xper

imen

tally

an

d n

um

eric

ally

as

a fu

nct

ion

of

the

man

ufa

ctu

rin

g pr

oces

s.N

um

erou

s X

RD

mea

sure

men

ts w

ere

mad

e to

de

term

ine

resi

dual

st

rain

s an

d st

ress

es

in

embe

dded

Al

and

Ag

incl

usi

ons

plac

ed i

n f

our

ply

8H

S w

oven

an

d 6

ply

un

idir

ecti

onal

gra

phit

e/P

MR

-1

5 c

ompo

site

s.

B. B

ened

ikt,

M. K

um

osa,

P.K

. Pre

deck

i, L.

Ku

mos

a, M

.G. C

aste

lli a

nd J

.K. S

utt

er, A

n A

nal

ysis

of

Res

idu

al T

her

mal

St

ress

es

in

a U

nid

irec

tion

al

Gra

phit

e/P

MR

-15

C

ompo

site

B

ased

on

th

e X

-ray

D

iffr

acti

on

Mea

sure

men

ts,

Com

posi

tes

Scie

nce

and

Tech

nolo

gy, V

ol. 6

1, N

o. 1

4 (2

001)

pp.

197

7-19

94.

B. B

ened

ikt,

P. R

upn

owsk

i, L.

Ku

mos

a, J

. K. S

utt

er, P

.K. P

rede

cki a

nd M

. Ku

mos

a, D

eter

min

atio

n of

In

terl

amin

ar

Res

idua

l Th

erm

al S

tres

ses

in a

Wov

en 8

HS

Gra

phit

e/P

MR

-15

Com

posi

te U

sing

X-R

ay D

iffr

acti

on M

easu

rem

ents

, M

echa

nics

of

Adv

ance

d M

ater

ials

and

Str

uctu

res ,

Vol

. 9 (

2002

) p

p. 1

-20.

X-R

ay D

iffr

acti

on T

ests

on

T6

50

-35

/PM

R-1

5

Com

posi

tes

wit

h E

mbe

dded

In

clu

sion

s

33

11

22

ψ

ϕ

Diff

ract

ion

Plan

e N

orm

al

ψϕ

εψ

ϕε

ψε

ψϕ

ε

ψϕ

εψ

ϕε

εϕψ

ϕψ

2si

nsi

n2

sin

cos

cos

sin

sin

sin

2si

nsi

nco

s

2313

233

22

22

212

22

110

0

++

+

++

=−

=d

dd

Latt

ice

spac

ing

in u

nst

ress

ed (

d o)

and

stre

ssed

(d ϕ

ψ)

part

icle

s m

easu

red

by X

RD

.

X-R

ay D

iffr

acti

on T

ests

on

T6

50

-35

/PM

R-1

5

Com

posi

tes

wit

h E

mbe

dded

In

clu

sion

s

Alu

min

um

incl

usi

on

Embe

dded

Al i

ncl

usi

ons

betw

een

wov

en p

lies

Embe

dded

Al i

ncl

usi

ons

betw

een

un

idir

ecti

onal

plie

s

Inte

rlam

inar

Res

idu

al S

tres

ses

in 8

HS

T65

0-3

5/P

MR

-15

Com

posi

te

Res

idua

l str

esse

s in

uni

dire

ctio

nal a

nd 8

HS

T650

-35

/PM

R-1

5 co

mpo

site

s w

ere

dete

rmin

edju

st o

n co

olin

g (n

o ex

tern

al lo

ads

appl

ied)

with

ext

erna

l ben

ding

load

s (s

mal

l and

larg

e)

afte

r ag

ing

in N

2an

d ai

r

X-r

ay w

ith

Esh

elby

/Mor

i-Ta

nak

aP

late

th

eory

σ11

[MP

a]σ

22

[MP

a]σ

33

[MP

a]σ

11

[MP

a]σ

22

[MP

a]σ

33

[MP

a]

Lin

ear

elas

tic

70.7

±17

71.1

±17

36.7

±16

94

.09

4.0

0

Vis

co-e

last

ic67

.3 ±

1767

.6 ±

1633

.0 ±

166

3.1

63

.10

Res

idu

al in

terl

amin

ar s

tres

ses

in 8

HS

T65

0-3

5/P

MR

-15

(n

o ex

tern

al lo

ads

and

no

agin

g)

X-R

ay D

iffr

acti

on E

xper

imen

ts o

n G

raph

ite

Fibe

r/P

olyi

mid

e C

ompo

site

s Su

bjec

ted

to A

gin

g

(XR

D)

mea

sure

men

ts o

f re

sidu

al s

trai

ns

in e

mbe

dded

alu

min

um

sp

her

ical

in

clu

sion

s w

ere

perf

orm

ed

to

eval

uat

e th

e re

sidu

al

inte

rlam

inar

str

esse

s in

un

idir

ecti

onal

an

d w

oven

8H

S T6

50

/PM

R-

15

com

posi

tes

subj

ecte

d to

agi

ng

eith

er i

n a

ir o

r n

itro

gen

an

d ex

tern

al b

endi

ng

load

s.

Un

idir

ecti

onal

T6

50

-35

/PM

R-1

5 s

yste

m a

ged

in n

itro

gen

(le

ft)

and

in a

ir (

righ

t) f

or 1

170

hou

rs.

B.

Ben

edik

t et

al.

Det

erm

inat

ion

of I

nte

rlam

inar

Res

idua

l St

ress

es i

n a

Wov

en 8

HS

Gra

phit

e/P

MR

-15

Com

posi

te U

sing

X-r

ay D

iffr

acti

on M

easu

rem

ents

, M

echa

nics

of

Adv

ance

d M

ater

ials

and

Str

uctu

res,

Vol

. 9

(20

02

) pp

. 37

5.

B.

Ben

edik

t et

al.,

, A

naly

sis

of S

tres

ses

in A

lum

inu

m P

arti

cles

Embe

dded

Ins

ide

Un

idir

ecti

onal

and

Wov

en

Gra

phit

e/P

olyi

mid

e C

ompo

site

s Su

bjec

ted

to L

arge

Ben

din

g Lo

ads,

Mec

hani

cs o

f A

dvan

ced

Mat

eria

ls a

nd

Stru

ctur

es, V

ol. 1

1, N

o. 1

(20

04)

pp. 3

1-49

.B

. B

ened

ikt

et a

l., X

-Ray

Dif

frac

tion

Exp

erim

ents

on

Age

d G

raph

ite

Fibe

r/P

olyi

mid

e C

ompo

site

s w

ith

Em

bedd

ed A

lum

inu

m I

ncl

usi

ons,

Com

posi

tes

Part

A,V

ol. 3

5 (2

004)

pp.

667

-681

.

Ou

r N

ew M

odel

of

Agi

ng

in N

itro

gen

Bas

ed o

n:

“Th

e M

ech

anic

al R

espo

nse

of

Eigh

t H

arn

ess

Sati

n

(8H

S) W

oven

T6

50

-35

/PM

R-1

5 A

ged

in N

itro

gen

”by

: P

. R

upn

owsk

i, M

. Gen

tz, D

. Arm

entr

out,

J. K

. Su

tter

an

d , M

. Ku

mos

a pu

blis

hed

in:

Act

aM

ater

ialia

, Vol

. 53

, No.

17

(2

00

5)

pp. 4

55

5-

45

65

.

Ou

r m

odel

has

not

yet

bee

n p

rese

nte

d to

th

is

com

mu

nit

y.

The

Mec

han

ical

Res

pon

se o

f Ei

ght

Har

nes

s Sa

tin

(8

HS)

Wov

en T

65

0-3

5/P

MR

-15

Age

d in

Nit

roge

n

The

mec

han

ical

res

pon

se o

f an

eig

ht

har

nes

s sa

tin

wov

en T

65

0-3

5/P

MR

-15

com

posi

te t

o ag

ing

in

nit

roge

n

at

31

5°C

fo

r u

p to

ap

prox

imat

ely

15

00

hou

rs w

as i

nve

stig

ated

bo

th e

xper

imen

tally

an

d n

um

eric

ally

.

The

agin

g st

ress

es

in

the

com

posi

te

wer

e n

um

eric

ally

pre

dict

ed o

n a

mes

o-sc

ale

usi

ng

the

con

cept

of

a u

nit

cel

l.

The

Mec

han

ical

Res

pon

se o

f Ei

ght

Har

nes

s Sa

tin

(8

HS)

Wov

en T

65

0-3

5/P

MR

-15

Age

d in

Nit

roge

n

Vis

coel

asti

c, a

ge s

tiff

enin

g, a

nd

volu

met

ric

shri

nka

ge

effe

cts

wer

e co

nsi

dere

d in

th

e si

mu

lati

ons

to

desc

ribe

th

e m

ech

anic

al

beh

avio

r of

th

e n

eat

PM

R-1

5 p

olyi

mid

e in

th

e co

mpo

site

su

bjec

ted

to a

gin

g at

31

5°C

.

To

veri

fy

the

nu

mer

ical

pr

edic

tion

s,

the

stre

ngt

h

and

stif

fnes

s of

th

e co

mpo

site

w

ere

mea

sure

d as

a f

unct

ion

of

agin

g ti

me

usi

ng

the ±4

5°te

nsi

le t

est.

Vis

coel

asti

c P

rope

rtie

sof

PM

R-1

5

A s

erie

s of

mec

han

ical

2 h

lo

ng

rela

xati

on t

ests

at

27

5,

30

0, 3

25

an

d 3

50°

C w

ere

perf

orm

ed u

nde

r co

nst

ant

disp

lace

men

t to

obt

ain

st

ress

es a

nd

stra

ins

as a

fu

nct

ion

of

tim

e (σ

(t)

and

ε(t)

).Th

en, a

n o

ptim

izat

ion

te

chn

iqu

e w

as e

mpl

oyed

to

dete

rmin

e th

e re

laxa

tion

m

odu

lus

E(t)

for

eac

h t

est

(upp

er r

igh

t). S

ubs

equ

entl

y,

a m

aste

r cu

rve

was

co

nst

ruct

ed (

low

er r

igh

t)an

d th

e h

oriz

onta

l th

erm

al

shif

t fa

ctor

s w

ere

obta

ined

.

Age

Sti

ffen

ing

& S

hri

nka

ge o

f P

MR

-15

Wh

en a

pol

ymer

s is

ph

ysic

ally

age

d it

s vi

scoe

last

ic

resp

onse

ch

ange

s as

a f

un

ctio

n o

f ag

ing

tim

e.

Typi

cally

, th

e re

laxa

tion

pro

cess

slo

ws

dow

n w

ith

ag

ing.

Th

is a

ge s

tiff

enin

g ef

fect

in P

MR

-15

can

be

mod

eled

by

shif

tin

g th

e ti

me

scal

e in

its

visc

oela

stic

m

odel

.Con

sequ

entl

y,,

t.

∫⋅

−=

klijk

lij

dt

Ct

0

)(

))(

)((

)(τ

ετ

ψψ

σ

whe

re∫

=t

hd

at

0

)(

)(

ττ

ψ

Age

Sti

ffen

ing

& S

hri

nka

ge o

f P

MR

-15

a h in

th

e pr

evio

us

con

stu

tive

equ

atio

n is

a

hor

izon

tal a

gin

g sh

ift

fact

orta

ken

fro

m

[Kam

vou

ris,

J. E

., R

ober

ts, G

. D.,

Per

eira

, J.

M.,

and

Rab

zak,

C.,

(19

97

), “

Ph

ysic

al a

nd

Ch

emic

al A

gin

g Ef

fect

s in

PM

R-1

5 N

eat

Res

in”,

AST

M S

TP13

02, p

p. 2

43

-25

8. ]

The

agin

g sh

rin

kage

str

ain

rat

e fo

r P

MR

-15

w

as d

eter

min

ed f

or t

imes

ran

gin

g fr

om 0

to

30

0 h

an

d w

as f

oun

d to

be

-23

.4·1

0-6/h

. Th

e sa

me

rate

was

ass

um

ed in

th

e ag

ing

sim

ula

tion

s of

th

e co

mpo

site

for

up

to

10

00

h.

Vis

coel

asti

c P

rope

rtie

sof

PM

R-1

5

Long

ter

m r

elax

atio

n cu

rve

with

and

w

ithou

t ag

e st

iffen

ing

(left

)

•A

ge s

tiff

enin

g st

ron

gly

affe

cts

the

shap

e of

th

e re

laxa

tion

fu

nct

ion

s in

th

e co

nsi

dere

d ti

me

ran

ge a

nd

ther

efor

e ca

nn

ot b

e n

egle

cted

in t

he

com

puta

tion

s of

str

esse

s in

th

e ag

ed c

ompo

site

.

•A

n a

gin

g m

odel

wit

hou

t ag

e st

iffe

nin

g w

ould

un

dere

stim

ate

the

agin

g st

ress

es in

th

e co

mpo

site

app

roxi

mat

ely

by a

fac

tor

of t

wo.

Agi

ng

Expe

rim

ents

Twen

ty-t

wo

spec

imen

s w

ith

th

e fi

bers

alig

ned

at

±45

°fr

om t

hei

r lo

ng

axis

wer

e w

ater

jet

cut

from

a

com

posi

te p

anel

. Th

e di

men

sion

s of

th

e sp

ecim

ens

wer

e 1

53

.5 x

25

.4 x

5.3

4 m

m. F

ollo

win

g w

ater

jet

cutt

ing

the

spec

imen

s w

ere

drie

d in

a v

acu

um

at

11

0°C

for

24

h.

The

spec

imen

s w

ere

plac

ed in

an

ove

n in

a s

tati

c n

itro

gen

atm

osph

ere

at r

oom

tem

pera

ture

. Th

e te

mpe

ratu

re o

f th

e ov

en w

as r

ampe

d at

5°C

per

m

inu

te u

nti

l 31

5°C

was

rea

ched

. O

nce

th

e is

oth

erm

al a

gin

g te

mpe

ratu

re w

as a

chie

ved,

th

e ag

ing

tim

e st

arte

d. F

rom

th

e tw

enty

spe

cim

ens

fou

r sp

ecim

ens

each

wer

e ag

ed a

t 2

88

, 62

4, 9

58

, 1

29

6, a

nd

15

35

h.

Agi

ng

Expe

rim

ents

The

±4

ten

sile

tes

ts w

ere

perf

orm

ed a

t ro

om t

empe

ratu

re a

t a

rate

of

1 m

m/m

in.

un

til f

ailu

re.

Two

room

tem

pera

ture

ten

sile

tes

ts a

t 0

ag

ing

tim

e w

ere

perf

orm

ed a

nd

a m

inim

um

of

th

ree

room

tem

pera

ture

ten

sile

tes

ts a

t al

l ot

her

agi

ng

tim

es w

as p

erfo

rmed

.

Du

rin

g th

e ±4

5°te

sts,

aco

ust

ic e

mis

sion

(A

E)

was

mon

itor

ed b

y a

D9

21

5 s

enso

r fr

om

Ph

ysic

al A

cou

stic

Cor

p. (

PA

C)

Agi

ng

Expe

rim

ents

Res

ult

s fr

om t

he

±45

ºex

peri

men

ts o

n t

he

aged

com

posi

te s

peci

men

s in

clu

ded:

(1)

the

ult

imat

e st

ren

gth

of t

he

±45

ºspe

cim

ens,

(2

) st

ress

at

the

init

iati

on o

f in

tral

amin

ar

dam

age

as d

eter

min

ed b

y A

E,(3

) th

e sh

ear

mod

ulu

s

All

as a

fu

nct

ion

of

agin

g ti

me

at 3

15°

C.

Agi

ng

Expe

rim

ents

34567

0288

624

958

1296

1535

Aging Time (hr)

Modulus (GPa)

20

30

40

50

60

70

80

90

100

0288

624

958

1296

1535

Aging Time (hr)

Stress (MPa)

Ultimate Strength

Onset of A.E.

•B

etw

een

0 a

nd

28

8 h

of

agin

g ti

me

the

mod

ulu

s in

crea

sed

appr

oxim

atel

y 1

2%

. Th

en, t

he

mod

ulu

s w

as u

nch

ange

d w

ith

in t

he

vari

abili

ty o

f th

e m

easu

rem

ents

.

•Th

e u

ltim

ate

shea

r st

ren

gth

was

un

chan

ged

as a

fu

nct

ion

of

agin

g.

•A

gin

g di

d n

ot a

ffec

t n

otic

eabl

y th

e on

set

of in

tral

amin

ar d

amag

e.

Mod

elin

gTh

e Es

hel

by/M

ori-

Tan

aka

mod

el

was

em

ploy

ed

to

obta

in

the

visc

oela

stic

pr

oper

ties

an

d sh

rin

kage

of

the

tow

s.

Then

, th

e pr

oper

ties

of

the

tow

s w

ere

intr

odu

ced

into

a

mes

o u

nit

-cel

l re

pres

enti

ng

the

com

posi

te

(see

ri

ght)

. Su

bseq

uen

tly,

ag

ing

was

si

mu

late

d u

sin

g th

e u

nit

-ce

ll an

d th

e m

eso-

stre

sses

an

d st

rain

s in

th

e co

mpo

site

w

ere

dete

rmin

ed

as

a fu

nct

ion

of

tim

e.

Mod

elin

g R

esu

lts

Num

eric

al in

-an

d ou

t-of

-pla

ne

shrin

kage

str

ains

(*)

as a

fu

nctio

n of

agi

ng a

t 31

5°C

*)

not

yet

exp

erim

enta

lly v

erif

ied)

.

Shea

r st

ress

vs.

she

ar s

trai

n di

agra

ms

and

the

shea

r m

odul

i at

315°

C be

fore

and

aft

er a

ging

for

10

00 h

ours

.

Mod

elin

g R

esu

lts

0102030405060708090

010

020

030

040

050

060

070

080

090

010

00Ag

ing

time

[hr]

Transverse stress [MPa]

cool

ing

stre

ss (6

4 M

Pa)

agin

g st

ress

(v

isco-

elas

tic m

odel

)

agin

g st

ress

(e

last

ic m

odel

)

The

max

imum

tra

nsve

rse

stre

ss in

the

tow

s (a

bove

)af

ter

agin

g fo

r 10

00 h

ours

at

315°

C, a

s de

term

ined

fro

m t

he m

odel

, w

as a

ppro

xim

atel

y 85

PM

a(u

pper

lim

it, c

ould

be

even

low

er!)

.Af

ter

cool

ing

with

out

agin

g th

e st

ress

is a

ppr.

64

MPa

.

Con

clu

sion

s

Agi

ng

in n

itro

gen

at

31

5°C

for

up

to 1

50

0 h

ours

had

a

very

sm

all e

ffec

t on

th

e st

ren

gth

, on

set

of

intr

alam

inar

dam

age,

an

d th

e sh

ear

mod

ulu

s of

8H

S T6

50

-35

/PM

R-1

5.

The

stre

ss r

elax

atio

n in

PM

R-1

5 t

hat

tak

es p

lace

at

elev

ated

tem

pera

ture

su

bsta

nti

ally

red

uce

s ag

ing

stre

sses

in t

he

com

posi

te.

The

agin

g st

ress

es in

side

th

e to

ws

wer

e m

uch

sm

alle

r th

an t

he

cool

ing

stre

sses

aft

er t

he

man

ufa

ctu

rin

g cy

cle.

Ou

r n

um

eric

al p

redi

ctio

ns

agre

ed w

ell w

ith

th

e ex

peri

men

tal r

esu

lts.