staticka analiza konstrukcije satora_rpt

8/10/2019 Staticka Analiza Konstrukcije Satora_rpt

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Design AnalysisProject Title Here

Created by


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Author:Department:Created Date: 29-Jun-12

Reviewed byReviewer:Department:Model CreatedDate:

29-Jun-12

ReviewerComments:

Executive Summary

This is where to put your E e!utive summary" #o$ repla!e this te t with your overall %ro&e!t Des!ription"

SummaryModel Information

Analysis Type - #tati! #tress with 'inear Material Models(nits - Metri! m)s *#+, - * $ m$ s$ .C$ /$ 0$ ohm$ A$ J,Model lo!ation - C: (sers Toni! Des)top EA - anali3e 4adata) 2 #tati!)a anali3a )onstru)!i&e satora"5emDesi6n s!enario des!ription - #tati!)a anali3a

Analysis Parameters In ormation

Load Case Multipliers

Static Stress wit! "inear #aterial #odels may !ave multi$le load cases% T!is allows a model to be analy&ed wit! multi$le loads w!ile solving t!e e'uations a singletime% T!e ollowing is a list o load case multi$liers t!at were analy&ed wit! t!is model%Load Case Pressure/Surface Forces Acceleration/Gravity Rotation Angular Acceleration Displaced Boundary Ther al !oltage

1 1 0 0 0 0 0 0

Multiphysics Information Default Nodal Temperature 0 C


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Source of Initial Nodal Temperatures Model file

Time step from Heat TransferAnalysis Last

Default nodal volta e 0 !

Source of nodal volta es Model file

Processor Information

Type of Solver Automatic

Disa"le Calculation and #utput ofStrains No

Calculate $eaction %orces &es

Invo'e (anded Solver &es

Avoid (and)idt* Minimi+ation No

Stop After Stiffness Calculations No

Displacement Data in #utput %ile NoStress Data in #utput %ile No

,-uation Num"ers Data in #utput %ile No

,lement Input Data in #utput %ile No

Nodal Input Data in #utput %ile No

Centrifu al Load Data in #utput %ile No

Part In ormationPart "D Part #a e $le ent Type %aterial #a e

1 .o'rivac .late .lastic/ Nylon Type 2

Nosac (eam Aluminum 2023/T34 2023/T561


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Element In ormationElement Pro$erties used or(

%o)riva!

,lement Type .late

Material Model Isotropic

,lement %ormulation !eu"e'e

Stress %ree $eferenceTemperature 0 C

Temperature Met*od Stress %ree

T)istin Coefficient $atio 07001

.late .roperties .art (ased

T*ic'ness 070022 m

,lement Normal 8 Coordinate 0 m

,lement Normal & Coordinate 0 m

,lement Normal 9 Coordinate 0 m

delta T T*rou * T*ic'ness 0 C m

Nodal #rder Met*od Default

Nodal #rder 8 Coordinate 0 m

Nodal #rder & Coordinate 0 m

Nodal #rder 9 Coordinate 0 m

Element Pro$erties used or(

osa!

,lement Type (eamStress %ree $eferenceTemperature 0 C


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Layer 1 / Area 07000:323;;013033002

Layer 1 / SA2 07000256 1:265611

Layer 1 / SA5 07000256 1:265611

Layer 1 /


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Aluminum -.-/)T/0 -.-/)T123 )4eam

Material Model Standard

Material Source Autodes' Simulation Material Li"rary

Material Source %ile D>?pro rami masinstvo?Al or Simulation2012?matli"s?al ormat7ml"

Date Last @pdated 2003 10 2=/1 >02>00

Material Description NoneMass Density 2;=0 ' m

Modulus of ,lasticity ;5100000000 N mB

.oisson s $atio 0755

T*ermal Coefficient of, pansion 2752e/006 1 C

"oads5EA 6bject 7rou$ -( Sur ace Pressure,TractionsSur ace Pressure,Traction

ID Descri$tion PartIDSur aceID

#agnitude8*,m9:

;#agnitude8*,m9:

< #agnitude8*,m9:

=#agnitude8*,m9:

#ulti$lier Table Id #ulti$lier Ty$e

5ollowsDis$lacement

A$$ly#odi iedPressure

PressureTy$e

"C8

1 @nnamed 1 1 07000000 07000000 /12;67500000 07000000 1 17000000 Traction No No Staticpressure 0

Constraints5EA 6bject 7rou$ 3( *odal 4oundary Conditions*odal 4oundary Condition

ID Descri$tion >ertexID*ode*umber Tx Ty T& Rx Ry R&

126 @nnamed 05= N A &es &es &es &es &es &es

150 @nnamed 5=6 N A &es &es &es &es &es &es


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152 @nnamed 5:6 N A &es &es &es &es &es &es

125 @nnamed 6:3: N A &es &es &es &es &es &es

151 @nnamed 5:0 N A &es &es &es &es &es &es

123 @nnamed 012 N A &es &es &es &es &es &es



12; @nnamed 03= N A &es &es &es &es &es &es

12: @nnamed 06= N A &es &es &es &es &es &es

12= @nnamed 065 N A &es &es &es &es &es &es


1 @nnamed 1 1 &es &es &es &es &es &es

2 @nnamed 3 55 &es &es &es &es &es &es

5 @nnamed 25:6 =;3 &es &es &es &es &es &es

3 @nnamed 25:= =;6 &es &es &es &es &es &es

6 @nnamed 2301 =; &es &es &es &es &es &es

@nnamed 2303 =;; &es &es &es &es &es &es

; @nnamed 230; =;= &es &es &es &es &es &es

= @nnamed 2310 =;: &es &es &es &es &es &es

: @nnamed 2315 ==0 &es &es &es &es &es &es

10 @nnamed 231 ==1 &es &es &es &es &es &es

11 @nnamed 231: ==2 &es &es &es &es &es &es



13 @nnamed 232= ==6 &es &es &es &es &es &es

16 @nnamed 2351 == &es &es &es &es &es &es


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1 @nnamed 2353 ==; &es &es &es &es &es &es

1; @nnamed 235; === &es &es &es &es &es &es

1= @nnamed 2330 ==: &es &es &es &es &es &es

1: @nnamed 2335 =:0 &es &es &es &es &es &es

20 @nnamed 233 =:1 &es &es &es &es &es &es

21 @nnamed 233: =:2 &es &es &es &es &es &es



23 @nnamed 236= =:6 &es &es &es &es &es &es

26 @nnamed 23 1 =: &es &es &es &es &es &es

2 @nnamed 23 3 =:; &es &es &es &es &es &es

2; @nnamed 23 ; =:= &es &es &es &es &es &es

2= @nnamed 23;0 =:: &es &es &es &es &es &es

2: @nnamed 23;5 :00 &es &es &es &es &es &es

50 @nnamed 23; :01 &es &es &es &es &es &es

51 @nnamed 23;: :02 &es &es &es &es &es &es52 @nnamed 23=2 :05 &es &es &es &es &es &es

55 @nnamed 23=6 :03 &es &es &es &es &es &es

53 @nnamed 23== :06 &es &es &es &es &es &es

56 @nnamed 23:1 :0 &es &es &es &es &es &es

5 @nnamed 23:3 :0; &es &es &es &es &es &es

5; @nnamed 23:; :0= &es &es &es &es &es &es

5= @nnamed 2600 :0: &es &es &es &es &es &es

5: @nnamed 2605 :10 &es &es &es &es &es &es

30 @nnamed 260 :11 &es &es &es &es &es &es


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31 @nnamed 260: :12 &es &es &es &es &es &es



33 @nnamed 261= :16 &es &es &es &es &es &es


3 @nnamed 2623 :1; &es &es &es &es &es &es

3; @nnamed 262; :1= &es &es &es &es &es &es

3= @nnamed 2650 :1: &es &es &es &es &es &es

3: @nnamed 2655 :20 &es &es &es &es &es &es


61 @nnamed 265: :22 &es &es &es &es &es &es



63 @nnamed 263= :26 &es &es &es &es &es &es


6 @nnamed 2663 :2; &es &es &es &es &es &es6; @nnamed 266; :2= &es &es &es &es &es &es

6= @nnamed 26 0 :2: &es &es &es &es &es &es

6: @nnamed 26 5 :50 &es &es &es &es &es &es


1 @nnamed 26 : :52 &es &es &es &es &es &es

2 @nnamed 26;2 :55 &es &es &es &es &es &es

5 @nnamed 6;56 1:63 &es &es &es &es &es &es

3 @nnamed 6;5= 1:66 &es &es &es &es &es &es

6 @nnamed 6;31 1:6 &es &es &es &es &es &es


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@nnamed 6;33 1:6; &es &es &es &es &es &es

; @nnamed 6;3; 1:6= &es &es &es &es &es &es

= @nnamed 6;60 1:6: &es &es &es &es &es &es

: @nnamed 6;65 1: 0 &es &es &es &es &es &es

;0 @nnamed 6;6 1: 1 &es &es &es &es &es &es

;1 @nnamed 6;6: 1: 2 &es &es &es &es &es &es

;2 @nnamed 6; 2 1: 5 &es &es &es &es &es &es

;5 @nnamed 6; 6 1: 3 &es &es &es &es &es &es

;3 @nnamed 6; = 1: 6 &es &es &es &es &es &es

;6 @nnamed 6;;1 1: &es &es &es &es &es &es

; @nnamed 6;;3 1: ; &es &es &es &es &es &es

;; @nnamed 6;;; 1: = &es &es &es &es &es &es

;= @nnamed 6;=0 1: : &es &es &es &es &es &es

;: @nnamed 6;=5 1:;0 &es &es &es &es &es &es

=0 @nnamed 6;= 1:;1 &es &es &es &es &es &es

=1 @nnamed 6;=: 1:;2 &es &es &es &es &es &es=2 @nnamed 6;:2 1:;5 &es &es &es &es &es &es

=5 @nnamed 6;:6 1:;3 &es &es &es &es &es &es

=3 @nnamed 6;:= 1:;6 &es &es &es &es &es &es

=6 @nnamed 6=01 1:; &es &es &es &es &es &es

= @nnamed 6=03 1:;; &es &es &es &es &es &es

=; @nnamed 6=0; 1:;= &es &es &es &es &es &es

== @nnamed 6=10 1:;: &es &es &es &es &es &es

=: @nnamed 6=15 1:=0 &es &es &es &es &es &es

:0 @nnamed 6=1 1:=1 &es &es &es &es &es &es


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:1 @nnamed 6=1: 1:=2 &es &es &es &es &es &es



:3 @nnamed 6=2= 1:=6 &es &es &es &es &es &es

:6 @nnamed 6=51 1:= &es &es &es &es &es &es

: @nnamed 6=53 1:=; &es &es &es &es &es &es

:; @nnamed 6=5; 1:== &es &es &es &es &es &es

:= @nnamed 6=30 1:=: &es &es &es &es &es &es

:: @nnamed 6=35 1::0 &es &es &es &es &es &es

100 @nnamed 6=3 1::1 &es &es &es &es &es &es

101 @nnamed 6=3: 1::2 &es &es &es &es &es &es



103 @nnamed 6=6= 1::6 &es &es &es &es &es &es

106 @nnamed 6= 1 1:: &es &es &es &es &es &es

10 @nnamed 6= 3 1::; &es &es &es &es &es &es10; @nnamed 6= ; 1::= &es &es &es &es &es &es

10= @nnamed 6=;0 1::: &es &es &es &es &es &es

10: @nnamed 6=;5 2000 &es &es &es &es &es &es

110 @nnamed 6=; 2001 &es &es &es &es &es &es

111 @nnamed 6=;: 2002 &es &es &es &es &es &es

112 @nnamed 6==2 2005 &es &es &es &es &es &es

115 @nnamed 6==6 2003 &es &es &es &es &es &es

113 @nnamed 6=== 2006 &es &es &es &es &es &es

116 @nnamed 6=:1 200 &es &es &es &es &es &es


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11 @nnamed 6=:3 200; &es &es &es &es &es &es

11; @nnamed 6=:; 200= &es &es &es &es &es &es

11= @nnamed 6:00 200: &es &es &es &es &es &es

11: @nnamed 6:05 2010 &es &es &es &es &es &es

120 @nnamed 6:0 2011 &es &es &es &es &es &es

121 @nnamed 6:0: 2012 &es &es &es &es &es &es

122 @nnamed 6:12 2015 &es &es &es &es &es &es

Results Presentation Images

Pomeranja

Naponi


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Spoljasnje sile

Unutrasnje sile


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Stepen sigurnosti

Processor "og 5iles


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Summary Logs

Autodesk (R) Simulation Static Stress with Linear Material Models Version 2012.00.00.0163 !"# 0$ Mar 2011 %o&'ri ht (c) 2011 Autodesk "nc. All ri hts reser*ed.

++++ Memor' ,'namicall' Allocated - 1/ 00

++++ Model nit S'stem Settin s nit S'stem Metric mks (S") 4orce # Len th m 5ime s 5em&erature (A solute) de % ( ) 5hermal 7ner ' 8 Volta e V %urrent A 7lectrical Resistance ohm Mass k

,A57 8 #7 2 20125"M7 06 03 9M

"#9 5 M:,7L % ; sers;5onic;,eskto&;47A anali


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1++++ %:#5R:L "#4:RMA5":#

num er oC node &oints (# M#9) - 201 num er oC element t'&es (#7L5D9) - 2 num er oC load cases (LL) - 1 num er oC CreEuencies (#4) - 0 anal'sis t'&e code (#,D#) - 0 eEuations &er lock ( 7F ) - 0 andwidth minimi


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++++ "n*okin 9arallel %SL" 7K5 S&arse Sol*er... ++++ #um er oC eEuations - 113$6 7stimated ma imum andwidth - 113 7stimated trian le matri non


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0.00007G00 3.123B7G0$ 0.00007G00 0.00007G00 0.00007G00 0.00007G00

Sum oC reactions K 4orce D 4orce = 4orce K Moment D Moment = Moment 2.0/327 10 /.6B$37 10 1.3B137 11 1.0 /$7 11 1.266/7 12 2.I $ 7 0

Sum oC residuals K 4orce D 4orce = 4orce K Moment D Moment = Moment 2.0/327 10 3.123B7G0$ 1.3B137 11 1.0 /$7 11 1.266/7 12 2.I $ 7 0

Sum oC unCi ed direction residuals K 4orce D 4orce = 4orce K Moment D Moment = Moment 6.21337 0 I./0BI7 10 2.01107 10 1. 21 7 13 1.$03B7 12 2.31/ 7 11

Lar est a&&lied Corces and moments #ode #ode #ode #ode #ode #ode K 4orce D 4orce = 4orce K Moment D Moment = Moment 0 B10 0 0 0 0 0.00007G00 1.62I07G01 0.00007G00 0.00007G00 0.00007G00 0.00007G00

Lar est nodal reactions #ode #ode #ode #ode #ode #ode K 4orce D 4orce = 4orce K Moment D Moment = Moment 1 II 0 1 1 1 1 II

1.1B$07G03 2./6I$7G03 B.1$I17G01 $./6IB7G00 2.$33I7G00 2./ 607G02 Lar est nodal residuals #ode #ode #ode #ode #ode #ode K 4orce D 4orce = 4orce K Moment D Moment = Moment 1 II 0 1 1 1 1 II 1.1B$07G03 2./I//7G03 B.1$I17G01 $./6IB7G00 2.$33I7G00 2./ 607G02

Lar est unCi ed direction residuals #ode #ode #ode #ode #ode #ode K 4orce D 4orce = 4orce K Moment D Moment = Moment 131I 1/6 1/0I 1$3I 1$3I 6$$ 1.03I67 0 1.26B$7 0 I.$B/ 7 11 /.3$027 13 $.$I1I7 13 1.0 1$7 11

1++++ 57M9:RARD 4"L7 S5:RA@7 (M7@A D57S)


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#"5 #:. I 0.0BI #"5 #:. B 0.0 3 #"5 #:. 0.000 #"5 #:. 10 0.000 #"5 #:. 11 0.22I #"5 #:. 12 0.0BI #"5 #:. 13 0.0BI #"5 #:. 1$ 0.000 #"5 #:. 1/ 0.000 #"5 #:. 1I 0.000 #"5 #:. /1 0.262 #"5 #:. /2 6./IB #"5 #:. /$ 0.0$3 #"5 #:. // 1.0I #"5 #:. /6 2.1/ #"5 #:. /B 0.0BI #"5 #:. / 0.000

5:5AL 10.IBI Me a 'tes

Analysis Logs

Autodesk (R) Simulation Static Stress with Linear Material Models Version 2012.00.00.0163 !"# 0$ Mar 2011 %o&'ri ht (c) 2011 Autodesk "nc. All ri hts reser*ed.

Structural 201 2 1 0 0 0 ++++ Linear stress anal'sis ++++ Memor' ,'namicall' Allocated - 1/ 00

:&tions e ecuted are

#:M"# S5RA"#

S9ARS7 S 9%#4 S 97LM


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S 9#:, R7A% 7#:R

&rocessin ...

++++ Model nit S'stem Settin s nit S'stem Metric mks (S") 4orce # Len th m 5ime s 5em&erature (A solute) de % ( ) 5hermal 7ner ' 8 Volta e V %urrent A 7lectrical Resistance ohm Mass k

++++ :97#"#@ 57M9:RARD 4"L7S #,D# - 0

,A57 8 #7 2 20125"M7 06 03 9M

"#9 5 M:,7L % ; sers;5onic;,eskto&;47A anali


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++++ e in &late (shell) element (5D97 6) data in&ut

++++ 9art 1 containin 1 20 elements 0 ( 0. ) elements

++++ 5he ma imum war& an le - 1.136 7 13 de rees 5here are 0 Euadrilateral elements o*er tolerance 1.00007 01 ++++ 7nd in&ut oC element &art 1

++++ e in eam element (5D97 2) data in&ut ++++ 9art 2 containin 3/I elements

++++ 7nd in&ut oC element &art 2

++++ Hard disk Cile si


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num er oC s'm olic non


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total tem&orar' disk stora e (me a 'tes) - 10.IBI

ds.l - I.BB/ kilo 'tes ds.do - $.6BB kilo 'tes

++++ 7@"# ,7L75"#@ 57M9:RARD 4"L7S 9rocessin com&leted Cor model

N% ; sers;5onic;,eskto&;47A anali


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++++ 7@"# 5D97 6 S5R7SS : 59 5 1 20 7L7M7#5S

++++ 7#, 5D97 6 S5R7SS : 59 5 ++++ 7@"# 5D97 2 ,A5A "#9 5 3/I 7L7M7#5S

++++ 7#, 5D97 2 ,A5A "#9 5 ++++ !ritin stress and strain out&ut Ciles ...

++++ Hard disk Cile si

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