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Eutectic Metal
Simulation of Page5-28exercise1
Date: November-03-14
Designer: Mahfuzul Haque
Study name: Static 1
Analysis type: Static
a!le of "ontentsDescription...........................................1ssumptions..........................................!Mo"el #nformation..................................!Stu"$ %roperties.....................................4&nits..................................................'Material %roperties.................................'(oa"s an" )i*tures..................................+,onnector Definitions..............................,ontact #nformation................................Mesh #nformation....................................Sensor Details......................................../esultant )orces....................................eams...............................................10Stu"$ /esults.......................................1!,onclusion..........................................13
DescriptionNo Data
nal$ze" 2ith Soli"ors Simulation Simulation of %a5e'-! e*ercise1 1
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Assumptions
nal$ze" 2ith Soli"ors Simulation Simulation of %a5e'-! e*ercise1 !
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Model #nformation
nal$ze" 2ith Soli"ors Simulation Simulation of %a5e'-! e*ercise1 4
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Model name: Page5-28 exercise1
"urrent "onfiguration: Default$As Mac%ined&
'eam 'odies:Document (ame and
)eference*ormulation Properties
Document Pat%+Date
Modified
'eam-1,'oss-Extrude1
'eam . /niform "+S
Section Standard-"ustomSection Area: 8802in32
4engt%:16677mm
olume:666775m3
Mass Density:9966g+m3
Mass:286997g
;eig%t:295171(
":
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Study PropertiesStudy name Static 1
Analysis type Static
Mes% type eam Mesh
Sol@er type ))7%lus
#nplane Effect: 8ff
Soft Spring: 8ff
#nertial )elief: 8ff
#ncompati!le !onding options utomatic
4arge displacement 8ff "ompute free !ody forces 8n
)esult folder Soli"ors "ocument 9,:;&sers;Mahfuzul
Haque;Documents;)inite nal$sis<
/nits
/nit system: S# 9M=S<
4engt%+Displacement mm
emperature =elvin
Angular @elocity /a"6sec
Pressure+Stress N6m>!
nal$ze" 2ith Soli"ors Simulation Simulation of %a5e'-! e*ercise1 +
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Material Properties
Model )eference Properties "omponents(ame: llo$ Steel
Model type: (inear 7lastic #sotropicDefault failure
criterion:
Ma* von Mises Stress
ield strengt%: +.!04!!e?00 N6m>!ensile strengt%: .!3!+e?00 N6m>!Elastic modulus: !.1e?011 N6m>!
PoissonBs ratio: 0.!Mass density: 00 56m>3
S%ear modulus: .e?010 N6m>!%ermal expansion
coefficient:
1.3e-00' 6=elvin
Soli"o"$ 19oss-7*tru"e1<
9%a5e'-! e*ercise1
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4oads and *ixtures
*ixture name *ixture #mage *ixture Details
*ixed-1
Entities: 1 Aoint9s<ype: )i*e" Beometr$
)eferenceCeometry-1
Entities: 1 Aoint9s<)eference: )ront %lane
ype: &se reference 5eometr$
ranslation: ---@ 0@ 0)otation: ---@ ---@ ---
/nits: in@ ra"
)eference
Ceometry-2
Entities: + Aoint9s<)eference: )ront %lane
ype: &se reference 5eometr$ranslation: ---@ ---@ 0
)otation: ---@ ---@ ---/nits: in@ ra"
4oad name 4oad #mage 4oad Details
*orce-1
Entities: 1 plane9s
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Mes% #nformation
Mes% type eam Mesh
Mes% #nformation - Details
otal (odes '3
otal Elements '34
ime to complete mes%,%%mmss: 00:00:01
"omputer name: MHCH=
Sensor DetailsNo Data
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)esultant *orces
)eaction *orcesSelection set /nits Sum F Sum Sum G )esultant
7ntire Mo"el N -0.0003311+3 +.0 -1.0+4+3e-014 +.0
)eaction Moments
Selection set /nits Sum F Sum Sum G )esultant
7ntire Mo"el N.m 1.+!e-01' 1.!011+e-013 !.1++ !.1++
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'eams
'eam *orces'eam
(ameHoints Axial,( S%ear1,( S%ear2,( Moment1,(m Moment2,(m or?ue,(m
'eam-
1,'oss-
Extrude1
1 '304.' 4.!+ -3.10+e-
01+ !.!1'3e-01+ +.!+311 -+.4+3e-01+
! -'304.' -4.3004 !.011e-
01+ 1.3+!e-01+ 11.3+43 +.041e-01+
'eam-
2,Mirror2
1 '31!.31 0.'430+ -'.334e-
01' -+.411e-01' 0.14+ -1.30!44e-01+
! -'31!.31 -0.'4034 +.1410+e-
01' -1.0''e-014 -!.40 1.''3e-01+
'eam-
,Mirror
1 -'330.++ .0!4e-014
-3.!!!+ '.41' '.!!!e-014 '.!+!e-01'
! '330.++ -.104+e-
014 3.!!33 3.4!!+ 1.401e-013 -3.01e-01'
'eam-
,'oss-
Extrude8
1 -+.4100 '.+4e-
01' !.4+!3 -3.!!1 -'.1+e-01' -.0'!+e-01'
! +.41033 -4.'4e-
01' -!.4+4' -3.00 1.404+e-014 +.3!'e-01'
'eam-5,'oss-
Extrude5
1 -340.1! 1.'''4e-
01! .0! -1.!!3 1.!0+!+e-013 -'.003+e-01'
! 34.4 1.'++!e-
01! -!.'34++ -+.!04 -1.3+0+e-013 1.043+e-01'
3 +14.3! .!11e-01!
-1.03 -+.!0++ -+.'441e-013 .3'+!e-01'
4 +11.0 -1.+!'e-
014 '.40403 4.1311 '.!e-014 '.1!e-014
' 340.1! 1.!'!1e-
01' -.030 -.+! .304e-01+ -1.4'1e-01'
'eam-
7,'oss-
Extrude
1 !.4 0.1'4 .!4e-
01! -4.0+3e-013 -3.30+3' 1.4'1e-01'
! -!.4 -0.14 -3.'0!1e-
01! -1.03e-013 4.1313 -1.01!e-01'
'eam-
9,'oss-Extrude9
1 -+.'43 -.'101'e-
01' -.!'+3 -.3!11 .'!+1e-01' +.333e-01'
! +.'41 -4.!401e-
01' .!3' -10.++03 1.011e-01+ -1.134e-014
'eam-
8,'oss-
Extrude2
1 -'.+' -!.+10!e-
01' 4.!'03 3.+4 '.'++e-01' 3.1!e-01'
! .1! +.!1'e-
01!
!.1!41 -0.!'''+ 4.3!41e-013 -!.114e-014
nal$ze" 2ith Soli"ors Simulation Simulation of %a5e'-! e*ercise1 1!
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'eam
(ameHoints Axial,( S%ear1,( S%ear2,( Moment1,(m Moment2,(m or?ue,(m
3 -.1! 1.''!e-
01! -!.1!401 -+.!1++ -1.3!!e-013 !.00+'e-014
'eam-
0,'oss-
Extrude7
1 -13!4.' -1.11+4 3.103e-
014 -4.440e-014 -4.!'0 -1.440+e-014
! 13!4.' 1.11! -1.044e-
01! -1.+4e-013 0.140' 1.'144e-014
'eam Stresses
'eam (ame Hoints Axial,(+m32'ending
Dir1,(+m32
'ending
Dir2,(+m32
orsional
,(+m32
;orst
"ase,(+m32
'eam-1,'oss-
Extrude1
1 -'.+''4e?00+ -1.4!e-011 '1+13! -!.++e-
011 +.41+e?00+
! -'.+''4e?00+ 1.1'1'e-011 -3+'1! !.'0304e-011 +.0!0'e?00+
'eam-
2,Mirror2
1 +.!!!+e?00+ -'.403e-010 -+0+3+.+ -'.4+0e-01!
+.!33!e?00+
! +.!!!+e?00+ 1.'!41e-00 -!41+ +.+4'!e-01! +.40e?00+
'eam-
,Mirror
1 +.!441e?00+ -4'3!+ 4.4'4++e-00 !.!3'!!e-010 +.01'e?00+
! +.!441e?00+ ! -1.1+3e-00 -1.!3e-
010 +.'330+e?00+
'eam-,'oss-
Extrude8
1 '0.' 314140 -4.'43e-010 -!.+13e-
010 3!1+4
! '0. -!'1+ -1.4+e-00 !.+0'e-010 !++++
'eam-5,'oss-Extrude5
1 4.+1'34e?00+ 1.'041'e?00+ 1.010'e-00 -!.113e-
010 +.114e?00+
! 4.+!3e?00+ -'40+ 1.143e-00 4.411e-011 '.!0'e?00+
3 .0!3e?00+ -'403 '.'!31e-00 3.104!4e-010 .+331e?00+4 .0'4'e?00+ 3413 -4.4e-00 !.1+31e-00 .4441e?00+
' 4.+1'34e?00+ -3!3 -.'313e-011 -.3+++!e-
011 '.443e?00+
'eam-7,'oss-
Extrude
1 -1.011e?00 4.0'+44e-00 -!04+ +.1!+'e-011 1.1101e?00
! -1.011e?00 -.141e-00 -3414 -4.'1!e-
011 1.1!3e?00
'eam-9,'oss-
Extrude9
1 -+0.' -++3 -+.3'4e-010 !.+1e-010 4344
! -+1.! +4 1.44!44e-011 -4.103e-
010 03+'
'eam-8,'oss-
Extrude2
1 -.!43e?00+ 31!3 -4.!33e-010 1.+'3e-010 .'+4'e?00+
! -.!'1+3e?00+ !13 3.00e-00
-.3+'e-
010 .!33e?00+3 -.!'1+3e?00+ -'!4+0 1.10e-00 .4++e-010 .+3e?00+
'eam-0,'oss-
Extrude7
1 1.''1'e?00+ 3.'4e-00 -3! -+.013e-
010 1.'03+e?00+
! 1.''1'e?00+ -1.4334e-00 -11+.4 +.30e-010 1.'+34e?00+
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Study )esults
(ame ype Min Max
Stress1 EF: Shear in F Dir. on FG %lane !.+301 psi
7lement: 1''
1+30.! psi
7lement: 33
Page5-28 exercise1-Static 1-Stress-Stress1
(ame ype Min Max
Displacement1 &/7S: /esultant Displacement 0 in
No"e: '!
0.03''33 in
No"e: !+3
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(ame ype Min Max
Page5-28 exercise1-Static 1-Displacement-Displacement1
"onclusion
nal$ze" 2ith Soli"ors Simulation Simulation of %a5e'-! e*ercise1 1'