Stress analysis of SOLID PV
Note:Do not base your design decisions solely on the data
presented in this report. Use this information in conjunction with
experimental data and practical experience. Field testing is
mandatory to validate your final design. Simulation helps you
reduce your time-to-market by reducing but not eliminating field
tests.
Table of ContentsTable of Contents2List of
Figures2Description3Assumptions3Model Information3Study
Properties3Units4Material Properties4Loads and Restraints5Connector
Definitions6Contact6Mesh Information6Sensor Results6Reaction
Forces7Free-Body Forces7Bolt Forces7Pin Forces7Beams7Study
Results8Conclusion10
List of FiguresSOLID PV-Study 1-Stress-Stress19SOLID PV-Study
1-Displacement-Displacement19SOLID PV-Study 1-Strain-Strain110
Description
Summarize the FEM analysis on SOLID PV
Assumptions
Model InformationDocument NameConfigurationDocument PathDate
Modified
SOLID PVDefaultC:\Users\IMAM\Music\laporan kp imam\LAPORAN KP
AKHIR\MODELING\SOLID PV.SLDPRTWed Mar 18 08:30:30 2015
Study PropertiesStudy nameStudy 1
Analysis typeStatic
Mesh Type:Solid Mesh
Solver typeFFEPlus
Inplane Effect: Off
Soft Spring: Off
Inertial Relief: Off
Thermal Effect: Input Temperature
Zero strain temperature298.000000
UnitsKelvin
Include fluid pressure effects from SolidWorks Flow
SimulationOff
Friction: Off
Ignore clearance for surface contactOff
Use Adaptive Method: Off
UnitsUnit system:SI
Length/Displacementmm
TemperatureKelvin
Angular velocityrad/s
Stress/PressureN/m^2
Material PropertiesNo.Body NameMaterialMassVolume
1SolidBody 1(Boss-Extrude3)A 106 Gr B27.5973 kg0.003512 m^3
Material name:A 106 Gr B
Description:-
Material Source:
Material Model Type:Linear Elastic Isotropic
Default Failure Criterion:Max von Mises Stress
Application Data:
Property NameValueUnitsValue Type
Elastic modulus2.05e+011N/m^2Constant
Poisson's ratio0.29NAConstant
Shear modulus7.99e+010N/m^2Constant
Mass density7858kg/m^3Constant
Tensile strength4.15e+008N/m^2Constant
Yield strength2.4e+008N/m^2Constant
Thermal expansion coefficient1.2e-005/KelvinConstant
Thermal conductivity52W/(m.K)Constant
Specific heat486J/(kg.K)Constant
Loads and Restraints
FixtureRestraint nameSelection setDescription
Fixed-1 on 18 Face(s) fixed.
LoadLoad nameSelection setLoading typeDescription
Pressure-1 on 9 Face(s) with Pressure 350 kgf/cm^2 along
direction normal to selected faceSequential Loading
Connector Definitions No Connectors were defined
ContactContact state: Touching faces - Free
Mesh InformationMesh Type:Solid Mesh
Mesher Used: Standard mesh
Automatic Transition: Off
Smooth Surface: On
Jacobian Check: 4 Points
Element Size:14.541 mm
Tolerance:0.72705 mm
Quality:High
Number of elements:11071
Number of nodes:19250
Time to complete mesh(hh;mm;ss): 00:00:04
Computer name: IMAM-PC
Sensor Results No data available.
Reaction ForcesSelection setUnitsSum XSum YSum ZResultant
Entire BodyN16.333613101.717.547513101.7
Free-Body ForcesSelection setUnitsSum XSum YSum ZResultant
Entire BodyN1.327140.168145-0.0257951.338
Free-body MomentsSelection setUnitsSum XSum YSum ZResultant
Entire BodyN-m0001e-033
Bolt Forces No data available.
Pin Forces No data available.
Beams No data available.
Study Results
Default Results
NameTypeMinLocationMaxLocation
Stress1VON: von Mises Stress0 N/m^2Node: 2105(57.15 mm,-57.15
mm,0 mm)2.36245e+008 N/m^2Node: 411(-3.55207e-006 mm,40.0408
mm,-428.864 mm)
Displacement1URES: Resultant Displacement0 mmNode: 245(-74.27
mm,1.25949e-014 mm,-460 mm)0.0455926 mmNode: 15365(-9.2538e-005
mm,-40.0756 mm,-250 mm)
Strain1ESTRN: Equivalent Strain0 Element: 2964(-59.29
mm,-53.5781 mm,-496.667 mm)0.000740428 Element: 3429(-0.000150137
mm,42.7138 mm,-73.5262 mm)
SOLID PV-Study 1-Stress-Stress1
SOLID PV-Study 1-Displacement-Displacement1
SOLID PV-Study 1-Strain-Strain1
Conclusion
