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Simulation of Bolt 075

inch

Date: 28 Oktober 2015

Designer: Solidworks

Study name: Study 1

Analysis type: Static

Table of ContentsDescription...........................................1Assumptions..........................................2Model Inormation..................................2Study !roperties....................................."#nits.................................................."Material !roperties.................................$%oads and &i'tures..................................$(onnector Deinitions..............................5(ontact Inormation................................5

Mes) Inormation....................................*Sensor Details........................................+,esultant &orces....................................+-eams.................................................+Study ,esults........................................8(onclusion..........................................10

Descriptiono Data

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Assumptions

Model nformation

Model name: Bolt 075 inch

Current Configuration: Default

Solid BodiesDocument !ame and

"eferenceTreated As #olumetric $roperties

Document $ath%Date

Modified

Chamfer&

Solid Body

Mass:0'()*&0( +g

#olume:&',(0&(e-005 m./

Density:7)50 +g%m./

eight:(')5,(7 !

1:2A34"A B!A CT"A2ABC

Design Calculation

$roect21MC2# bloc+

00(2Bolt 075 inch'S6D$"T

ct &) (5:,8:/, &0(5

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Study $roperties

Study name Study 1

Analysis type Static

Mesh type Solid Mes)

Thermal 9ffect: On

Thermal option Include temperature loadsero strain temperature 28 el3in

nclude fluid pressure effects from Solidor+s

1lo; Simulation

O 

Sol<er type &&4!lus

nplane 9ffect: O 

Soft Spring: O 

nertial "elief: O 

ncompatible bonding options Automatic

6arge displacement On

Compute free body forces On

1riction O 

4se Adapti<e Method: O 

"esult folder Solidorks document &67A#,A -IA (I,A7A-(

Desi9n (alculation !ro:ect7&M(7; block 001<

4nits

4nit system: SI MS<

6ength%Displacement mm

Temperature el3in

Angular <elocity ,ad=sec

$ressure%Stress =m>2

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Material $roperties

Model "eference $roperties Components

!ame: ASM A"* SteelModel type: %inear 4lastic Isotropic

Default failure

criterion:

Ma' 3on Mises Stress

=ield strength: 2.5e?008 =m>2Tensile strength: $e?008 =m>29lastic modulus: 2e?011 =m>2

$oisson>s ratio: 0.2*Mass density: +850 k9=m>"

Shear modulus: +."e?010 =m>2

Solid-ody 1()amer2<-olt

0+5 inc)<

Cur<e Data:!%A

6oads and 1i?tures

1i?ture name 1i?ture mage 1i?ture Details

1i?ed-(

9ntities: 1 aces<Type: &i'ed @eometry

"esultant 1orces

Components @ = "esultant"eaction force! $0.""5 8$."2+ 0.00"25 80.+0*

"eaction Moment!m 0 0 0 0

 

6oad name 6oad mage 6oad Details

1orce-(

9ntities: 1 aces<Type: Apply normal orce

#alue: 100 k9 

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Connector Definitionso Data

Contact nformationo Data

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Mesh nformation

Mesh type Solid Mes)

Mesher 4sed: Standard mes)

Automatic Transition: O 

nclude Mesh Auto 6oops: O 

acobian points $ !oints9lement SiEe 2.$5 mm

Tolerance 0.1$+$8 mm

Mesh Fuality Bi9)

Mesh nformation - Details

Total !odes 2050"

Total 9lements 12580

Ma?imum Aspect "atio $1.++2

G of elements ;ith Aspect "atio H / 8".2

G of elements ;ith Aspect "atio I (0 8.8*

G of distorted elementsacobian 0

Time to complete meshhhJmmJss: 0060060+

Computer name: ADIS4CO-

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Sensor Detailso Data

"esultant 1orces

"eaction 1orces

Selection set 4nits Sum @ Sum = Sum "esultant

4ntire Model $0.""5 8$."2+ 0.00"25 80.+0*

"eaction Moments

Selection set 4nits Sum @ Sum = Sum "esultant

4ntire Model m 0 0 0 0

Beamso Data

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Study "esults

!ame Type Min Ma?

Stress1 ;O6 3on Mises Stress $108".$ =m>2

ode6 111*

2.5+$"+e?008 =m>2

ode6 128*

Bolt 075 inch-Study (-Stress-Stress(

!ame Type Min Ma?

Displacement1 #,4S6 ,esultant Displacement 0 mm

ode6 12+$

0.1+"28 mm

ode6 1105

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!ame Type Min Ma?

Bolt 075 inch-Study (-Displacement-Displacement(

!ame Type Min Ma?

Strain1 4S,6 4Eui3alent Strain 2.*+8+e00+

4lement6 *008

0.0008+

4lement6 8802

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!ame Type Min Ma?

Bolt 075 inch-Study (-Strain-Strain(

Conclusion

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