Simulation Report Template
Simulation of Tes Adaftor
Date: Friday, October 10, 2014Designer: SolidworksStudy
name:Study 1Analysis type:Static
Table of ContentsDescription1Assumptions2Model Information2Study
Properties4Units4Material Properties5Loads and Fixtures6Connector
Definitions6Contact Information7Mesh Information8Sensor
Details9Resultant Forces9Beams10Study Results11Conclusion14
DescriptionNo Data
Assumptions
Model Information
Model name: Tes AdaftorCurrent Configuration: Default
Solid Bodies
Treated AsVolumetric PropertiesDocument Path/Date Modified
Boss-Extrude1
Solid BodyMass:0.913125 kgVolume:0.000338194 m^3Density:2700
kg/m^3Weight:8.94863 N
D:\adaftor raiser.SLDPRTOct 10 08:23:54 2014
Boss-Extrude1
Solid BodyMass:0.442305 kgVolume:5.67057e-005 m^3Density:7800
kg/m^3Weight:4.33459 N
D:\raiser.SLDPRTOct 10 08:24:45 2014
Boss-Extrude1
Solid BodyMass:0.442305 kgVolume:5.67057e-005 m^3Density:7800
kg/m^3Weight:4.33459 N
D:\raiser.SLDPRTOct 10 08:24:45 2014
Study PropertiesStudy nameStudy 1
Analysis typeStatic
Mesh typeSolid Mesh
Thermal Effect: On
Thermal optionInclude temperature loads
Zero strain temperature298 Kelvin
Include fluid pressure effects from SolidWorks Flow
SimulationOff
Solver typeFFEPlus
Inplane Effect: Off
Soft Spring: Off
Inertial Relief: Off
Incompatible bonding optionsAutomatic
Large displacementOff
Compute free body forcesOn
FrictionOff
Use Adaptive Method: Off
Result folderSolidWorks document (D:)
UnitsUnit system:SI (MKS)
Length/Displacementmm
TemperatureKelvin
Angular velocityRad/sec
Pressure/StressN/m^2
Material PropertiesModel ReferencePropertiesComponents
Name:6063-O
Model type:Linear Elastic Isotropic
Default failure criterion:Unknown
Yield strength:5e+007 N/m^2
Tensile strength:9e+007 N/m^2
Elastic modulus:6.9e+010 N/m^2
Poisson's ratio:0.33
Mass density:2700 kg/m^3
Shear modulus:2.58e+010 N/m^2
Thermal expansion coefficient:2.3e-005 /Kelvin
SolidBody 1(Boss-Extrude1)(adaftor raiser-1)
Curve Data:N/A
Name:Stainless Steel (ferritic)
Model type:Linear Elastic Isotropic
Default failure criterion:Unknown
Yield strength:1.72339e+008 N/m^2
Tensile strength:5.13613e+008 N/m^2
Elastic modulus:2e+011 N/m^2
Poisson's ratio:0.28
Mass density:7800 kg/m^3
Shear modulus:7.7e+010 N/m^2
Thermal expansion coefficient:1.1e-005 /Kelvin
SolidBody 1(Boss-Extrude1)(raiser-1),SolidBody
1(Boss-Extrude1)(raiser-2)
Curve Data:N/A
Loads and FixturesFixture nameFixture ImageFixture Details
Fixed-1Entities:1 face(s)
Type:Fixed Geometry
Resultant ForcesComponentsXYZResultant
Reaction force(N)-0.002079961785.060.003457071785.06
Reaction Moment(Nm)0000
Load nameLoad ImageLoad Details
Force-2Entities:2 face(s)
Type:Apply normal force
Value:895 N
Connector DefinitionsNo Data
Contact Information
ContactContact ImageContact Properties
Global ContactType:Bonded
Components:1 component(s)
Options:Compatible mesh
Mesh InformationMesh typeSolid Mesh
Mesher Used: Standard mesh
Automatic Transition: Off
Include Mesh Auto Loops: Off
Jacobian points4 Points
Element Size7.67417 mm
Tolerance0.383708 mm
Mesh QualityHigh
Remesh failed parts with incompatible meshOff
Mesh Information - DetailsTotal Nodes13492
Total Elements8533
Maximum Aspect Ratio7.0884
% of elements with Aspect Ratio < 399.3
% of elements with Aspect Ratio > 100
% of distorted elements(Jacobian)0
Time to complete mesh(hh;mm;ss): 00:00:02
Computer name: FAISAL-PC
Sensor DetailsNo Data
Resultant ForcesReaction ForcesSelection setUnitsSum XSum YSum
ZResultant
Entire ModelN-0.002079961785.060.003457071785.06
Reaction MomentsSelection setUnitsSum XSum YSum ZResultant
Entire ModelNm0000
BeamsNo Data
Study Results
NameTypeMinMax
Stress1VON: von Mises Stress6.46509 N/m^2Node: 74461.49661e+006
N/m^2Node: 11
Tes Adaftor-Study 1-Stress-Stress1
NameTypeMinMax
Displacement1URES: Resultant Displacement0 mmNode: 80.000221289
mmNode: 11914
Tes Adaftor-Study 1-Displacement-Displacement1
NameTypeMinMax
Strain1ESTRN: Equivalent Strain1.35401e-010 Element:
27506.76639e-006 Element: 4504
Tes Adaftor-Study 1-Strain-Strain1
NameType
Displacement1{1}Deformed Shape
Tes Adaftor-Study 1-Displacement-Displacement1{1}
Conclusion
Analyzed with SolidWorks Simulation1
Analyzed with SolidWorks Simulation14
