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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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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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