assembly study 1 1

8/18/2019 Assembly Study 1 1

1/16

Simulation of assembly

Date: Monday, October 06, 2014

Designer: Solidworks

Study name:Study 1

Analysis type:Static

Table of ContentsDescription...........................................1Assumptions..........................................2Model n!ormation..................................2Study "roperties.....................................4#nits..................................................4Material "roperties.................................$%oads and &i'tures..................................6(onnector De!initions..............................)(ontact n!ormation................................*Mes+ n!ormation..................................10Sensor Details......................................10

esultant &orces...................................10-eams...............................................10Study esults.......................................11(onclusion..........................................14

Descriptiono Data

Analy/ed wit+ Solidorks Simulation %abelSimulationo!3Modelame3 1


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Assumptions



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Model Information



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Model name: assembly

Current Configuration: Default

Solid Bodies


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Study $roperties

Study name Study 1

Analysis type Static

Mes% type Solid Mes+

T%ermal 'ffect: On

T%ermal option nclude temperature loads

ero strain temperature 2* 7el8in

Include fluid pressure effects from Solid4or.s

;lo Simulation

O!!

Sol=er type &&9"lus

Inplane 'ffect: O!!

Soft Spring: O!!

Inertial 7elief: O!!

Incompatible bonding options Automatic

Large displacement O!!

Compute free body forces On

;riction O!!

>se Adapti=e Met%od: O!!

7esult folder Solidorks document :9;nits>nit system: S :M7S=

Lengt%!Displacement mm

Temperature 7el8in

Angular =elocity ad3sec

$ressure!Stress 3m>2



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Material $roperties

Model 7eference $roperties Components

ame: "lain (arbon SteelModel type: %inear 9lastic sotropic

Default failure

criterion:

#nknown

?ield strengt%: 2.20$*4e?00 3m>2Tensile strengt%: 5.**26e?00 3m>2'lastic modulus: 2.1e?011 3m>2

$oisson@s ratio: 0.2Mass density: )00 k@3m>5

S%ear modulus: ).*e?010 3m>2T%ermal e(pansion

coefficient:

1.5e00$ 37el8in

Solid-ody 1:(ut9'trude2=

:%2'2'0.2$'21=,

Solid-ody 1:(ut9'trude2=

:%2'2'0.2$'22=,Solid-ody 1:53 :Mirror1=

:%2'2'0.2$'$0.1=

Cur=e Data:!A

ame: Stainless Steel

:!erritic=Model type: %inear 9lastic sotropic

Default failure

criterion:

#nknown

?ield strengt%: 1.)255*e?00 3m>2Tensile strengt%: $.15615e?00 3m>2'lastic modulus: 2e?011 3m>2

$oisson@s ratio: 0.2Mass density: )00 k@3m>5

S%ear modulus: ).)e?010 3m>2T%ermal e(pansion

coefficient:

1.1e00$ 37el8in

Solid-ody 1:53 :0.5)$=

Diameter Bole2=:metal+an@er1=,

Solid-ody 1:53 :0.5)$=

Diameter Bole2=:metal

+an@er2=

Cur=e Data:!A

Analy/ed wit+ Solidorks Simulation %abelSimulationo!3Modelame3 )


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Loads and ;i(tures

;i(ture name ;i(ture Image ;i(ture Details

;i(ed&5

'ntities: 2 !ace:s=Type: &i'ed Ceometry

7esultant ;orces

Components ? 7esultant

7eaction force $.)220$e006 54.1$2 *5.*204 **.*44

7eaction Moment&m 0 0 0 0

Load name Load Image Load Details

;orce&5

'ntities: 2 !ace:s=Type: Apply normal !orce

#alue: 100

Analy/ed wit+ Solidorks Simulation %abelSimulationo!3Modelame3


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Connector Definitions

$in!Bolt!Bearing Connector

Model 7eference Connector Details Strengt% Details

Counterbore it% ut&5

'ntities: 2 ed@e:s=Type: -olt:Bead3ut

diameter=

:(ounterbore=ead diameter: 14.2)$ mm

ut diameter: 14.2)$ mmominal s%an.

diameter:

*.$2$

$reload TorEue: 0?oung@s modulus: 2.1e?011

$oisson@s ratio: 0.2

$reload units: m

o Data

Connector ;orces

Type &Component ?&Component &Component 7esultant

A(ial ;orce 0.006))61 0.0*061) 0.25452 0.2$155

S%ear ;orce 0.000$0) 0.1$162 0.0$401 0.1626

Bending moment &m 0.000*4$4 6.2e00) 2.)6*4e00$ 0.000*4*4

Counterbore it% ut&)


diameter=



diameter:

*.$2$


$oisson@s ratio: 0.2$reload units: m

o Data

Connector ;orces


A(ial ;orce 0.00561 0.0)46 0.2064 0.21*$*S%ear ;orce 0.55$5* 0.64))) 0.226) 0.)644$

Bending moment &m 0.002$*) 0.000)*065 0.00055$54 0.002)5$5

Analy/ed wit+ Solidorks Simulation %abelSimulationo!3Modelame3 *


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Counterbore it% ut&,


diameter=



diameter:

*.$2$



o Data

Connector ;orces


A(ial ;orce 0.000051 0.1$$1 0.42) 0.4$$14

S%ear ;orce 0.1)1* 0.)2$44 0.26656 0.)*16*

Bending moment &m 0.00266)5 0.00046$)5 0.00011*04 0.002)105



diameter=



diameter:

*.$2$



o Data

Connector ;orces


A(ial ;orce 0.0126) 0.0)0*$1 0.1*$)) 0.2062

S%ear ;orce 0.05264 0.21$2$ 0.00126 0.251**

Bending moment &m 0.00101 0.00020621 4.)221e006 0.0011015



diameter=



diameter:

*.$2$



o Data



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Connector ;orces


A(ial ;orce 0 0 0 0

S%ear ;orce 1).**6 25.5) ).60$ 50.2

Bending moment &m 0.15144 0.0$5242 0.026$$ 0.14455

Counterbore it% ut&-


diameter=



diameter:

*.$2$



o Data

Connector ;orces


A(ial ;orce 1.225 11.12$ 2).664 2*.)5

S%ear ;orce 0.41*1 20.)02 .50 22.5$

Bending moment &m 0.15544 0.026$*) 0.001*0$5 0.1560

Contact Information

Contact Contact Image Contact $roperties

Clobal (ontact

Type: -ondedComponents: 1 component:s=

8ptions: (ompatible

mes+



12/16

Mes% Information

Mes% type Solid Mes+

Mes%er >sed: Standard mes+

Automatic Transition: O!!

Include Mes% Auto Loops: O!!

Facobian points 4 "oints'lement SiGe 11.$66 mm

Tolerance 0.$)*52 mm

Mes% Huality Bi@+

Sensor Detailso Data

7esultant ;orces

7eaction ;orces

Selection set >nits Sum Sum ? Sum 7esultant

9ntire Model $.)220$e006 54.1$2 *5.*204 **.*44

7eaction Moments

Selection set >nits Sum Sum ? Sum 7esultant9ntire Model m 0 0 0 0

Beamso Data



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Study 7esults

ame Type Min Ma(

Stress1 O; 8on Mises Stress *.2)154 3m>2

ode; 15))0

).04)e?00) 3m>2

ode; 1)0$4

assembly&Study 5&Stress&Stress5

ame Type Min Ma(

Displacement1 #9S; esultant Displacement 0 mm

ode; 154

5.**6)1 mm

ode; 42*



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ame Type Min Ma(

assembly&Study 5&Displacement&Displacement5

ame Type Min Ma(

Strain1 9SE; 9Fui8alent Strain 5.2)45)e011

9lement; $566

0.0001)412*

9lement; *$*0



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ame Type Min Ma(

assembly&Study 5&Strain&Strain5

ame Type

Displacement1G1H De!ormed S+ape

Analy/ed wit+ Solidorks Simulation %abelSimulationo!3Modelame3 1$


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ame Type

assembly&Study 5&Displacement&Displacement55J

Conclusion


assembly study 1 1

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