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Simulation of Part6 Date: 13 Haziran 2014 Cuma Designer: Solidworks Study name: Static 1 Analysis type: Static Table of Contents Description........................1 Assumptions........................2 Model Information..................2 Study Properties...................3 Units..............................3 Material Properties................4 Loads and Fixtures.................4 Connector Definitions..............5 Contact Information................5 Mesh Information...................6 Sensor Details.....................7 Resultant Forces...................7 Beams..............................7 Study Results......................8 Conclusion........................10 Description No Data Analyzed with SolidWorks Simulation Simulation of Part6 1

Part6-Static 1-1.docx

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Page 1: Part6-Static 1-1.docx

Simulation of Part6Date: 13 Haziran 2014 CumaDesigner: SolidworksStudy name: Static 1Analysis type: Static

Table of ContentsDescription...............................................1Assumptions.............................................2Model Information.....................................2Study Properties.......................................3Units.........................................................3Material Properties...................................4Loads and Fixtures...................................4Connector Definitions...............................5Contact Information..................................5Mesh Information......................................6Sensor Details..........................................7Resultant Forces.......................................7Beams......................................................7Study Results............................................8Conclusion..............................................10

DescriptionNo Data

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Page 2: Part6-Static 1-1.docx

Assumptions

Model Information

Model name: Part6

Current Configuration: Varsayılan

Solid BodiesDocument Name and

Reference Treated As Volumetric Properties Document Path/Date Modified

Fillet10

Solid Body

Mass:20.4653 kgVolume:0.00260043 m^3

Density:7870 kg/m^3Weight:200.56 N

C:\Users\anil\Desktop\ANIL

ISTANBULLU PROJE\Part6.SLDPRT

Jun 12 23:57:38 2014

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Study PropertiesStudy name Static 1Analysis type StaticMesh type Solid MeshThermal Effect: OnThermal option Include temperature loadsZero strain temperature 298 KelvinInclude fluid pressure effects from SolidWorks Flow Simulation

Off

Solver type FFEPlusInplane Effect: OffSoft Spring: OffInertial Relief: OffIncompatible bonding options AutomaticLarge displacement OffCompute free body forces OnFriction OffUse Adaptive Method: OffResult folder SolidWorks document (C:\Users\anil\Desktop\

ANIL ISTANBULLU PROJE)

UnitsUnit system: SI (MKS)Length/Displacement mmTemperature KelvinAngular velocity Rad/secPressure/Stress N/m^2

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Material PropertiesModel Reference Properties Components

Name: AISI 1020 Steel, Cold Rolled

Model type: Linear Elastic Isotropic

Default failure criterion:

Unknown

Yield strength: 3.5e+008 N/m^2Tensile strength: 4.2e+008 N/m^2Elastic modulus: 2.05e+011 N/m^2Poisson's ratio: 0.29

Mass density: 7870 kg/m^3Shear modulus: 8e+010 N/m^2

Thermal expansion

coefficient:

1.2e-005 /Kelvin

SolidBody 1(Fillet10)(Part6)

Curve Data:N/A

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Loads and FixturesFixture name Fixture Image Fixture Details

Fixed-1

Entities: 19 face(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) -0.198528 19619.9 0.402664 19619.9Reaction

Moment(N.m) 0 0 0 0

Load name Load Image Load Details

Force-1

Entities: 1 face(s)Type: Apply normal force

Value: 19620 N

Connector DefinitionsNo Data

Contact InformationNo Data

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Mesh InformationMesh type Solid MeshMesher Used: Standard meshAutomatic Transition: OffInclude Mesh Auto Loops: OffJacobian points 4 PointsElement Size 16.6784 mmTolerance 0.833918 mmMesh Quality High

Mesh Information - DetailsTotal Nodes 20329Total Elements 10093Maximum Aspect Ratio 14.104% of elements with Aspect Ratio < 3 22.5% of elements with Aspect Ratio > 10 0.268% of distorted elements(Jacobian) 0Time to complete mesh(hh;mm;ss): 00:00:07Computer name: ANIL-PC

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Sensor DetailsNo Data

Resultant ForcesReaction ForcesSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N -0.198528 19619.9 0.402664 19619.9

Reaction MomentsSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N.m 0 0 0 0

BeamsNo Data

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Study Results

Name Type Min MaxStress1 VON: von Mises Stress 0.000612616 N/m^2

Node: 99792.52396e+008 N/m^2Node: 3876

Part6-Static 1-Stress-Stress1

Name Type Min MaxDisplacement1 URES: Resultant Displacement 0 mm

Node: 201.19622 mmNode: 130

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Name Type Min Max

Part6-Static 1-Displacement-Displacement1

Name Type Min MaxStrain1 ESTRN: Equivalent Strain 1.7901e-009

Element: 3430.000519599 Element: 7982

Part6-Static 1-Strain-Strain1

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Name TypeDisplacement1{1} Deformed Shape

Part6-Static 1-Displacement-Displacement1{1}

Conclusion

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