Truss 2D-1 Right Result
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Transcript of Truss 2D-1 Right Result
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Eutectic Metal
Simulation of Truss2D-1FEA
Date: November-02-14
Designer: Mahfuzul Haque
Study name: Static 2
Analysis type: Static
Table of ContentsDescription...........................................1ssumptions..........................................2Mo!el "nformation..................................2Stu!# $roperties.....................................%&nits..................................................4Material $roperties.................................4'oa!s an! (i)tures..................................*+onnector Definitions..............................*+ontact "nformation................................,Mesh "nformation....................................Sensor Details........................................esultant (orces..................................../eams................................................./Stu!# esults........................................+onclusion..........................................10
DescriptionNo Data
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Assumptions
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Model nformation
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Model name: Truss2D-1FEA
Current Configuration: Default
!eam !odies:
Document "ame and#eference
Formulation $roperties Document $at%&DateModified
!eam-1'!oss-E(trude1)
!eam * +niform C&S
Section Standard-Custom
Section Area: ,1../2in02
engt%:23mm
4olume:563,/5e-66.m0,
Mass Density:77668g&m0,
Mass:66.1/,578g
9eig%t:6.6.///"
C:+sersMa%fu;ul
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Study $ropertiesStudy name Static 2
Analysis type Static
Mes% type eam Mesh
Sol>er type ((6$lus
nplane Effect: 8ff
Soft Spring: 8ff
nertial #elief: 8ff
ncompatible bonding options utomatic
arge displacement 8ff Compute free body forces 8n
#esult folder Soli!3ors !ocument 9+:;&sers;Mahfuzul
Haque;Documents;(inite nal#sis<
+nits
+nit system: S" 9M=S<
engt%&Displacement mm
Temperature =elvin
Angular >elocity a!7sec
$ressure&Stress N7m>2
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Material $roperties
Model #eference $roperties Components"ame: llo# Steel
Model type: 'inear 6lastic "sotropicDefault failure
criterion:
Ma) von Mises Stress
?ield strengt%: ,.20422e?00/ N7m>2Tensile strengt%: .2%/2,e?00/ N7m>2Elastic modulus: 2.1e?011 N7m>2
$oisson@s ratio: 0.2/Mass density: 00 @7m>%
S%ear modulus: .e?010 N7m>2T%ermal e(pansion
coefficient:
1.%e-00* 7=elvin
Soli!o!# 19oss-6)tru!e1<
95russ2D-1e Data:"&A
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oads and Fi(tures
Fi(ture name Fi(ture mage Fi(ture Details
Fi(ed-,
Entities: 2 Boint9s<Type: (i)e! Ceometr#
#eference
eometry-1
Entities: 1 Boint9s<#eference: (ront $lane
Type: &se reference @eometr#Translation: ---A ---A 0#otation: ---A ---A ---
+nits: inA ra!
oad name oad mage oad Details
Force-1
Entities: 1 plane9s
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Connector DefinitionsNo Data
Contact nformation
Contact Contact mage Contact $roperties
Clobal +ontact
Type: on!e!Components: 1 component9s<
Bptions: +ompatible
mesh
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Mes% nformation
Mes% type eam Mesh
Mes% nformation - Details
Total "odes 1/*
Total Elements 1/2
Time to complete mes%'%%mmss): 00:00:01
Computer name: MHH3=
Sensor DetailsNo Data
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#esultant Forces
#eaction ForcesSelection set +nits Sum Sum ? Sum #esultant
6ntire Mo!el N -222.411 0 %.*%*e-0%* 222.411
#eaction Moments
Selection set +nits Sum Sum ? Sum #esultant
6ntire Mo!el N.m -*.21,e-0%% -%.04,*e-0%% 0.0140% 0.0140%
!eams
!eam Forces
!eam
"ameoints A(ial'") S%ear1'") S%ear2'") Moment1'"m) Moment2'"m) Tor=ue'"m)
!eam-
1'!oss-
E(trude1)
1 1/*.2% 0.01,4,% 0 0 0.0004**2 0
2 -1/*.2% -0.01/4/ 0 0 -0.00*44,% 0
!eam-
2'!oss-E(trude2)
1 -1%%.,,, -0.1041,-1.%44,e-
0%10 0.01%,%* 0
2 1%%.,,, 0.1041/-.*,0%,e-
0%00 0.00*44,% 0
!eam Stresses
!eam "ame oints A(ial'"&m02)!ending
Dir1'"&m02)
!ending
Dir2'"&m02)
Torsional
'"&m02)
9orst
Case'"&m02)
!eam-1'!oss-
E(trude1)
1 *./41e?00, -4.2/1/2e-02 -1/210-4.%0/2*e-
02,*./,4e?00,
2 *./41e?00, /.*4%/e-02 -21,,/, 4.%0/%1e-02, ,.0,*//e?00,
!eam-2'!oss-
E(trude2)
1 -4.220e?00, -%.2,41e-02* -*424**-2.1/**e-
024.,%1,e?00,
2 -4.220e?00, -%.4%*//e-02, 21,,/, /.14,/2e-02 4.4%%e?00,
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Study #esults
"ame Type Min Ma(
Stress1 SE: E Normal Stress -,12.1,1 psi
6lement: 10
/4/.%*% psi
6lement: 1
Truss2D-1FEA-Static 2-Stress-Stress1
"ame Type Min Ma(
Displacement1 &6S: esultant Displacement 0 in
No!e: 10
0.000%21*%2 in
No!e: 1
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"ame Type Min Ma(
Truss2D-1FEA-Static 2-Displacement-Displacement1
Conclusion
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