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Simulation of chassi
sketch
Date: 26 October 2014
Designer: Solidworks
Study name: Study 6
Analysis type: Static
Table of ContentsDescription...........................................1Assumptions..........................................2Model Inormation..................................2Study !roperties...................................10"nits.................................................11Material !roperties................................12#oads and $i%tures................................14&onnector Deinitions.............................14&ontact Inormation...............................1'
Mes( Inormation..................................1'Sensor Details......................................1')esultant $orces...................................16*eams...............................................1+Study )esults.......................................2,&onclusion..........................................26Appendi%............................................26
Description-o Data
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Assumptions
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Model Information
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Model name: chassi sketch
Current Configuration: Default<As Machined>
eam odies:Document !ame and
"eference#ormulation $roperties
Document $ath%Date
Modified
eam&'(Structural
Member')'*+,
eam - .niform C%S
Section Standard&
iso%pipe%/01* 2 31/
Section Area: /341/54in6/
7ength:*'518//mm
9olume:1/'4/'/m63
Mass Density:;;kg%m63
Mass:'104/3kg
eight:'018003!
C:=.sers=Abishek=Donloa
ds=chassi sketch1S7D$"T
?ct /0 ;:'0:'5 /'8
eam&/(Structural
Member')4+,
eam - .niform C%S
Section Standard&
iso%pipe%/01* 2 31/
Section Area: /341/54in6/
7ength:4414*4mm
9olume:/1'3/'e&5m63
Mass Density:;;kg%m63
Mass:1'0'*8;kg
eight:'154;4!
C:=.sers=Abishek=Donloa
ds=chassi sketch1S7D$"T
?ct /0 ;:'0:'5 /'8
eam&3(Structural
Member')8+,
eam - .niform C%S
Section Standard&
iso%pipe%/01* 2 31/
Section Area: /341/54in6/
7ength:'/'1*48mm
9olume:/1**84e&5m63
Mass Density:;;kg%m63
C:=.sers=Abishek=Donloa
ds=chassi sketch1S7D$"T
?ct /0 ;:'0:'5 /'8
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Study $roperties
Study name Study 6
Analysis type Static
Mesh type *eam Mes(
Sol@er type Direct sparse soler
Inplane ffect: O
Soft Spring: O
Inertial "elief: O
Incompatible bonding options Automatic
7arge displacement O
Compute free body forces On
"esult folder Solid/orks document &3"sers3Abis(ek3Downloads
.nits
.nit system: SI M5S
7ength%Displacement mm
Temperature 5elin
Angular @elocity )adsec
$ressure%Stress -m72
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Material $roperties
Model "eference $roperties Components
!ame: Alloy SteelModel type: #inear 8lastic Isotropic
Default failure
criterion:
Ma% on Mises Stress
Bield strength: 6.20422e900: -m72Tensile strength: +.2,:26e900: -m72lastic modulus: 2.1e9011 -m72
$oissons ratio: 0.2:Mass density: ++00 k;m7,
Shear modulus: +.<e9010 -m72Thermal e2pansion
coefficient:
1.,e=00' 5elin
Solid*ody 1Structural
Member1>1<?c(assi sketc(@
Solid*ody 2Structural
Member1>:?c(assi sketc(@Solid*ody ,Structural
Member1>4?c(assi sketc(@
Solid*ody 4Structural
Member1>2'?c(assi sketc(@
Solid*ody 'Structural
Member1>12?c(assi sketc(@
Solid*ody 6Structural
Member1>42?c(assi sketc(@
Solid*ody +Structural
Member1>1+?c(assi sketc(@
Solid*ody :Structural
Member1>,'?c(assi sketc(@
Solid*ody <Structural
Member1>40?c(assi sketc(@
Solid*ody 10Structural
Member1>1?c(assi sketc(@
Solid*ody 11Structural
Member1>1,?c(assi sketc(@
Solid*ody 12Structural
Member1>14?c(assi sketc(@
Solid*ody 1,Structural
Member1>,<?c(assi sketc(@
Solid*ody 14StructuralMember1>2?c(assi sketc(@
Solid*ody 1'Structural
Member1>,,?c(assi sketc(@
Solid*ody 16Structural
Member1>26?c(assi sketc(@
Solid*ody 1+Structural
Member1>'?c(assi sketc(@
Solid*ody 1:Structural
Member1>,+?c(assi sketc(@
Solid*ody 1<Structural
Member1>6?c(assi sketc(@
Solid*ody 20Structural
Member1>44?c(assi sketc(@
Solid*ody 21Structural
Member1>,6?c(assi sketc(@
Solid*ody 22Structural
Member1>+?c(assi sketc(@
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Solid*ody 2,Structural
Member1>21?c(assi sketc(@
Solid*ody 24Structural
Member1>4,?c(assi sketc(@
Solid*ody 2'Structural
Member1><?c(assi sketc(@
Solid*ody 26Structural
Member1>2+?c(assi sketc(@
Solid*ody 2+StructuralMember1>,4?c(assi sketc(@
Solid*ody 2:Structural
Member1>22?c(assi sketc(@
Solid*ody 2<Structural
Member1>,:?c(assi sketc(@
Solid*ody ,0Structural
Member1>4'?c(assi sketc(@
Solid*ody ,1Structural
Member1>1'?c(assi sketc(@
Solid*ody ,2Structural
Member1>,?c(assi sketc(@
Solid*ody ,,Structural
Member1>2:?c(assi sketc(@
Solid*ody ,4Structural
Member1>2,?c(assi sketc(@
Solid*ody
,'rim8%tend1>2?c(assi
sketc(@
Solid*ody
,6rim8%tend1>1?c(assi
sketc(@
Solid*ody ,+Structural
Member1>10?c(assi sketc(@Solid*ody ,:Structural
Member1>46?c(assi sketc(@
Solid*ody ,<Structural
Member1>,2?c(assi sketc(@
Solid*ody
40rim8%tend2>2?c(assi
sketc(@
Solid*ody 41Structural
Member1>41?c(assi sketc(@
Solid*ody 42Structural
Member1>2<?c(assi sketc(@Solid*ody 4,Structural
Member1>11?c(assi sketc(@
Solid*ody 44Structural
Member1>24?c(assi sketc(@
Solid*ody 4'Structural
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Member1>16?c(assi sketc(@
Solid*ody
46rim8%tend2>1?c(assi
sketc(
Cur@e Data:!%A
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7oads and #i2tures
#i2ture name #i2ture Image #i2ture Details
#i2ed&'
ntities: 2 BointsType: $i%ed Ceometry
7oad name 7oad Image 7oad Details
#orce&'
ntities: 2 BointsType: Apply orce
9alues: ===@ ===@ 1'00 -Moments: ===@ ===@ === -m
#orce&/
ntities: 1 planes@ 1 *eam s"eference: op !lane
Type: Apply orce9alues: ===@ =1'00@ === -
Moments: ===@ ===@ === -m
#orce&3
ntities: 1 planes@ 4 Boints
"eference: op !laneType: Apply orce
9alues: ===@ ,+'@ === -Moments: ===@ ===@ === -m
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Connector Definitions-o Data
Contact Information-o Data
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Mesh Information
Mesh type *eam Mes(
Mesh Information & Details
Total !odes 61<Total lements '+0
Time to complete mesh(hhmmss,: 00000,
Computer name: #8-OEO
Sensor Details-o Data
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"esultant #orces
"eaction #orces
Selection set .nits Sum E Sum B Sum F "esultant
8ntire Model - ,000 =2.,24':e=006 1.'61'2 ,000
"eaction MomentsSelection set .nits Sum E Sum B Sum F "esultant
8ntire Model -m =2.44,+<e=006 =26.<++ 0.+4+':1 26.<:+,
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eams
eam #orces
eam !ameGoint
sA2ial(!,
Shear'(
!,
Shear/(
!,
Moment'(!H
m,
Moment/(!H
m,
Torue(!H
m,
eam&'(Structural
Member')'*+,
1 1<42.24 1.20216 =0.''06, =0.122+01 ='.61:0+ 0.0044+0:'
2 =1<,1.11 =1+.61:1 0.1,<<4: 0.1,'++1 6.<',,4 =0.0612'16
, 16++.0, =+:0.,+6 0.:4++0: 0.02:,<,: 4:.:16, 0.1,<0,2
4 =1+10.1, =4<0.<24 1.624<: =0.1,2106 26.4,, 0.02<:2:
' 1+10.1, 4<0.<24 =1.624<: 0.,1,:6: 2:.4+<2 =0.02<:2:
eam&/(Structural
Member')4+,
1 ,,+2.<4 ::<.<44 4.+6262 1.04''2 2'<.++6 =1.01614
2 =,2'6.6' =12'0.1< =4.+6262 =1.,2206 =1+1.2'< 1.144:
eam&3(Structural
Member')8+,
1 416.16 =,,.4<4' 0.:+20'+ 0.6046,2 =1+:.<,1 0.2+420'
2 =,',.'+6 =222.024 =0.:+20'+ =0.'66'<' 16<.0<2 0.114'<1
eam&8(Structural
Member')/5+,
1 =2,4.22: =,++.,<6 =1.0<': =0.160,+6 =12,.6', =0.+10242
2 2,4.22: ,++.,<6 1.0<': 0.46+:6, 1+.+',6 0.+10242
eam&5(Structural
Member')'/+,
1 ,260.4' =12:1.,, 4.<:6,6 ,.'<042 414.,26 1.+1404
2 =,260.4' 12:1.,, =4.<:6,6 =1.,0<6: 1+1.+4< =1.+1404
eam&0(StructuralMember')8/+,
1 =16,.:1, ,046.:' +.+'11' 0.,<+'+< =166.+02 =0.<6<12 16,.:1, =,046.:' =+.+'11' 0.,:4:,1 =140.:'1 0.<6<1
eam&;(Structural
Member')';+,
1 =+:1.'+: 26'.212 1.,<:,4 =0.1,4'61 =,2.:'4' 0.0'62+46
2 =,:,<.6< =6+:.++6 ,.0<+'6 =1.0<461 <4.,<21 0.42'<:'
, =10<<.4< ,0<.+2 =
0.0+66124 =0.'1+:++ ='.+240: 0.1:+<0<
4 12'<.41 6:'.644 =11.1::< ,.+<:' 61.214< 0.0+:<,2,
' =12'<.41 =6:'.644 11.1::< =1.2<,1< <2.,0:2 =0.0+:<,2,
eam&4(Structural
Member')35+,
1 1,+<.1+ =2,0.<+2 =0.66,<21 0.21266< =2.66,24 0.40:<64
2 =1,+<.1+ 2,0.<+2 0.66,<21 =0.14'21, =20.:04 =0.40:<64
eam&*(Structural
Member')8+, 1 0.000620:
0<
=,+'
=
2.2026:e=
01,
+.1+204e=014 1.2+,2<e=011 ,.+:,64e=
01,
2 0.000620:
0: ,+'
=
4.+<616e=
01,
=,.2:626e=01, 40.'04: =1.:<2+1e=
012
eam&
'(Structural
Member')'+,
1 =,0+.'26 =214.'<< <.:<0+'e=
012 1.<6:2e=012 =1.+416:e=010
2.:6+04e=
012
2 =,0+.'26 =214.'<< 1.02,1:e=
011 <.44,11e=012 =12.20,4
1.461<4e=
011
, 4:2.6<2 =1<,.'++ =1.0<': =0.,22'0' =16+.44+ =0.2+',<+
eam&
''(Structural
Member')'3+,
1 22.6'+: =2'.<:04 =4.+<024 <.+,<,2 =12.0+6: <.:14,'
2 =22.6'+: 2'.<:04 4.+<024 =6.1,14, =+.4<102 =<.:14,'
eam&
'/(Structural
Member')'8+,
1 =+,,.20: =<00.4: ,.6<1', 1.10626 ,+6.:2 0.210'6
2 +,,.20: <00.4: =,.6<1', 0.40<'41 =+.06:'< =0.210'61
eam&
'3(Structural
Member')3*+,
1 =44'.<4, 6+0.+11 1.:<0+, =0.02600:1 40.'++2 0.166,4+
2 0 0 0 0 0 0
eam&
'8(Structural
Member')/+,
1 =4<6.6,+ 1'4.,2 1.0<': 0.,4,'1, 16+.44+ 0.24:+
2 4':.26< 24'.:+2 =1.0<': =0.,01,:4 =161.<2: 0.0210'11
1 1121.+, +,4.2<' 2.4''2' 0.':22,6 =22.6+' =0.:264'
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eam !ameGoint
sA2ial(!,
Shear'(
!,
Shear/(
!,
Moment'(!H
m,
Moment/(!H
m,
Torue(!H
m,eam&
'5(Structural
Member')33+,
2 =1121.+, =+,4.2<' =2.4''2' =0.,'0+<' =46.'424 0.:264'
eam&
'0(Structural
Member')/0+,
1 =4+1.1'6 '2<.2<< =0.:+20'+ =0.1,606' 11,.:+4 =0.<0+461
2 4+1.1'6 ='2<.2<< 0.:+20'+ 0.,+66,' ,2.1404 0.<0+461
eam&
';(Structural
Member')5+,
1 =,0+.'26 =214.'<< ,.2<6<2e=012
1.+1<'1e=012 2.06<1e=010 2.4<04'e=012
2 =,<6.22 1,1.60: =0.:+20'+ =0.',<6,< 1+6.<0< =0.4116::
, ,<6.22 =1,1.60: 0.:+20'+ 0.:1<,<, =1,4.6:< 0.4116:+
eam&
'4(Structural
Member')3;+,
1 =1'4.1++ =:,0.,64 =1.,'60, 0.0<6,+61 ,4.,0+, =0.,<04,4
2 1'4.1: :,0.,64 1.,'60, =0.2,46:1 '0.,:2+ 0.,<04,4
eam&
'*(Structural
Member')0+,
1 =22.6'+: =2'.<:04 =4.+<024 =,.<6,0, =12.0+6: '.:<+,+
2 22.6'+: 2'.<:04 4.+<024 +.'+0<2 =+.4<102 ='.:<+,+
eam&
/(Structural
Member')88+,
1 ,11<.,1 '+.264 =2.0104 =0.0'26+<: ='.44''+ 0.04:<:6
2 =,11<.,1 ='+.26,4 2.0104 =0.66<:2, =1'.1,4 =0.04:<:6
eam&
/'(Structural
Member')30+,
1
=
0.000620:
0<
=,+' 0 ,.41'0'e=01, =,.+<60+e=012 =,.<,46,e=
01,
2
=
0.000620:
0:
,+' 6.2'2+:e=
01, =1.6:66'e=012 =40.'04: 1.<6:2e=012
eam&
//(Structural
Member');+,
1 ,221.': =1,,+.<: =4.+6262 =1.2<0'6 =1+1.2'< =1.1:02
2 0 0 0 0 0 0
eam&
/3(Structural
Member')/'+,
1 =:0.2+,6 =4,6.:6 =1.0<': =1.0:6<4 142.'1, =0.'444+4
2 :0.2+,6 4,6.:6 1.0<': 1.,'::+ =2'0.<22 0.'444+4
eam&
/8(Structural
Member')83+,
1 =,6+0.42 =61.1112 ,.4<42, =1.11'4: =20.<+': =0.0::,02
2 ,6+0.42 61.10<: =,.4<42, 0.'+6022 11.'411 0.0::,022
eam&
/5(Structural
Member')*+,
1 =2,2,.0' 6,,.426 1.0+10< 0.42+':4 =116.024 =0.016,++
2 2,2,.0' =6,,.426 =1.0+10< 0.266'0: =2<4.4'2 0.016,++,
eam&
/0(Structural
Member')/;+,
1 ='11.2,2 =4<0.+01 0.:+20'+ 0.4466+2 ,2.1404 =0.:+'11,
2 +02.022 <6.4<11 =0.:+20'+ =1.0,6<: =<2.1',+ 0.,<,046
eam&
/;(StructuralMember')38+,
1 =11'.'1, 100.612 =0.:02++' =0.0+,64,: =,,.4<,, =0.,'+1<
2 0 0 0 0 0 0
eam&
/4(Structural
Member')//+,
1 ':.,14, 440.,2< 1.0<': 1.112:2 =142.'1, 0.4:<406
2 6<.+1<: =4,:.66: =1.0<': =1.0:+6 <,.<,<, =0.16::<6
1 4<0.4', =,'2.:01 =0.41'+:, =0.10'62+ 6.,<262 =0.1':<6+
2 0 0 0 0 0 0
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!ame Type Min Ma2
chassi sketch&Study 0&Displacement&Displacement'
!ame Type Min Ma2
$actor o Saety1 Automatic 1.+1106
-ode ,:
,24.1''
-ode 44<
chassi sketch&Study 0&#actor of Safety&#actor of Safety'
!ame Type Min Ma2
$actor o Saety2 Automatic 1.+1106 ,24.1''
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!ame Type Min Ma2
-ode ,: -ode 44<
chassi sketch&Study 0&#actor of Safety&#actor of Safety/
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Ima;e=1
Conclusion
Appendi2
Analyed wit( Solid/orks Simulation Simulation o c(assi sketc( 2,
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