Download - Assem 1 Tuas-Static 1-3ok
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Simulation of assem 1
tuas
Date: 13 April 2016
Designer: Solidworks
Study name:Static 1
Analysis type:Static
Table of ContentsDescription...........................................1Assumptions..........................................2Model Information..................................2Study Properties.....................................!nits..................................................Material Properties................................."#oads and $i%tures..................................6&onnector Definitions..............................6&ontact Information................................'
Mes( Information....................................'Sensor Details........................................)*esultant $orces....................................)+eams.................................................)Study *esults........................................,&onclusion..........................................11
Description-o Data
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Assumptions
5riinal Model Model Analyed
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Model Information
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Model name: assem 1 tuas
Current Configuration: Default
Solid Bodies
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Study %roperties
Study name Static 1
Analysis type Static
Mes& type Mi%ed Mes(
T&ermal (ffect: 5n
T&ermal option Include temperature loads
;ero strain temperature 2,) 7el8in
Include fluid pressure effects from Solid5or0s
lo= Simulation
5ff
Sol>er type $$9Plus
Inplane (ffect: 5ff
Soft Spring: 5ff
Inertial 9elief: 5ff
Incompatible bonding options Automatic
Large displacement 5ff
Compute free body forces 5n
riction 5ff
8se Adapti>e Met&od: 5ff
9esult folder Solid/orks document :&;
*espati2
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Material %roperties
Model 9eference %roperties Components
!ame: 1060 AlloyModel type: #inear 9lastic Isotropic
Default failure
criterion:
!nknown
?ield strengt&: 2.'"'2e?00' -m>2Tensile strengt&: 6.),3"6e?00' -m>2(lastic modulus: 6.,e?010 -m>2
%oisson@s ratio: 0.33Mass density: 2'00 km>3
S&ear modulus: 2.'e?010 -m>2T&ermal e)pansion
coefficient:
2.e@00" 7el8in
Solid+ody 1:&ut@9%trude1=
:D2"@1=
Solid+ody 1:&ut@9%trude1=
:D2"@2=Solid+ody 1:&ut@9%trude2=
:D30 @1=
Solid+ody 1:&ut@9%trude2=
:D30 @3=
Solid+ody 1:+oss@9%trude=
:(oriontal 100cm@1=
Solid+ody 1:+oss@9%trude=
:(oriontal 100cm@2=
Solid+ody 1:&ut@9%trude2=
:kotak 20 cm@1=
Cur>e Data:!"A
!ame: Bray &ast IronModel type: #inear 9lastic Isotropic
Default failure
criterion:
Mo(r@&oulom Stress
Tensile strengt&: 1."16")e?00) -m>2Compressi>e
strengt&:
".'216"e?00) -m>2
(lastic modulus: 6.61')1e?010 -m>2%oisson@s ratio: 0.2'
Mass density: '200 km>3S&ear modulus: "e?010 -m>2
T&ermal e)pansioncoefficient: 1.2e@00" 7el8in
Solid+ody 1:*e8ol8e1=
:lockin1"@1=
Solid+ody 1:*e8ol8e1=
:lockin1"@2=
Cur>e Data:!"A
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Loads and i)tures
i)ture name i)ture Image i)ture Details
Immo>able'1
(ntities: 1 ede:s= 1 face:s=Type: Immo8ale :-o translation=
9esultant orces
Components ? ; 9esultant
9eaction force! @6,.,26 60.21 @12.11 62.6"
9eaction Moment!+m 0 0 0 1e@033
i)ed'1
(ntities: 2 face:s=Type: $i%ed Beometry
9esultant orces
Components ? ; 9esultant
9eaction force! 2.11",6 @123."" 22.'"' 12".""2
9eaction Moment!+m 0 0 0 1e@033
Load name Load Image Load Details
orce'1
(ntities: 3 face:s=Type: Apply normal force
$alue: "00 -
Connector Definitions
-o Data
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Contact Information
Contact Contact Image Contact %roperties
&opyC 3 Bloal&ontact
Type: -ode to nodeComponents: 1 component:s=
&omponent &ontact@"
Type: +ondedComponents: 2 Solid +ody :s=
ptions: &ompatile
mes(
&omponent &ontact@6
Type: +ondedComponents: 2 Solid +ody :s=
ptions: &ompatile
mes(
Mes& Information
Mes& type Mi%ed Mes(
Mes&er 8sed: &ur8ature ased mes(
Eacobian points Points
Eacobian c&ec0 for s&ell 5n
Ma)imum element sie 11."636 mm
Minimum element sie 0."')1', mm
Mes& Fuality Ei(
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Sensor Details-o Data
9esultant orces
9eaction orces
Selection set 8nits Sum Sum ? Sum ; 9esultant
9ntire Model - @6'.)101 )0.')6 @11,.3"6 "00
9eaction Moments
Selection set 8nits Sum Sum ? Sum ; 9esultant
9ntire Model -.m 0 0 0 1e@033
Beams-o Data
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Study 9esults
!ame Type Min Ma)
Stress1 F5-; 8on Mises Stress 0.,1,", -m>2
-ode; 213
).'")3,e?00' -m>2
-ode; 220'
assem 1 tuas'Static 1'Stress'Stress1
!ame Type Min Ma)Displacement1 !*9S; *esultant Displacement 0 mm
-ode; 12,"2
1.0,32 mm
-ode; 32"2
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!ame Type Min Ma)
assem 1 tuas'Static 1'Displacement'Displacement1
!ame Type Min Ma)
Strain1 9SG*-; 9Hui8alent Strain 1.106)e@011
9lement; 112
0.000)),),'
9lement; 13"1'
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!ame Type Min Ma)
assem 1 tuas'Static 1'Strain'Strain1
Conclusion
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