Assem 1 Tuas-Static 1-3ok

7/26/2019 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

Analyed wit( Solid/orks Simulation #aelSimulationof4Model-ame4 1


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Assumptions

5riinal Model Model Analyed



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Model Information

Analyed wit( Solid/orks Simulation #aelSimulationof4Model-ame4


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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=


:D2"@2=Solid+ody 1:&ut@9%trude2=

:D30 @1=


:D30 @3=

Solid+ody 1:+oss@9%trude=

:(oriontal 100cm@1=

Solid+ody 1:+oss@9%trude=

:(oriontal 100cm@2=


: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

Analyed wit( Solid/orks Simulation #aelSimulationof4Model-ame4 '


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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

Analyed wit( Solid/orks Simulation #aelSimulationof4Model-ame4 )


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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(

Analyed wit( Solid/orks Simulation #aelSimulationof4Model-ame4 ,


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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


Documents

Assem 1 Tuas-Static 1-3ok