Download - Sklop i Fem Gmt Dmt-dmt-3
Simulation Report Template
Simulation of sklop_i_FEM_GMT_DMT
Date: 7. juni 2014Designer: SolidworksStudy name: DMTAnalysis type: Static
Table of ContentsDescription1Assumptions2Model Information2Study Properties3Units3Material Properties4Loads and Fixtures5Connector Definitions7Contact Information8Mesh Information8Sensor Details8Resultant Forces9Beams9Study Results10Conclusion16
DescriptionNo Data
Assumptions
Model Information
Model name: sklop_i_FEM_GMT_DMTCurrent Configuration: Default
Solid Bodies
Document Name and ReferenceTreated AsVolumetric PropertiesDocument Path/Date Modified
Split Line1
Solid BodyMass:0.654551 kgVolume:8.39168e-005 m^3Density:7800 kg/m^3Weight:6.4146 N
C:\Users\xx\Documents\konstrukcija motora\projektni\Klipnjaca_AB.SLDPRTJun 04 20:45:34 2014
Fillet2
Solid BodyMass:0.258069 kgVolume:3.30857e-005 m^3Density:7800 kg/m^3Weight:2.52907 N
C:\Users\xx\Documents\konstrukcija motora\projektni\poklopac.SLDPRTJun 04 19:49:07 2014
Study PropertiesStudy nameDMT
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 (C:\Users\xx\Documents\konstrukcija motora\projektni)
UnitsUnit system:SI (MKS)
Length/Displacementmm
TemperatureKelvin
Angular velocityRad/sec
Pressure/StressN/m^2
Material PropertiesModel ReferencePropertiesComponents
Name:1.7225 (42CrMo4)
Model type:Linear Elastic Isotropic
Default failure criterion:Max von Mises Stress
Yield strength:7.5e+008 N/m^2
Tensile strength:1e+009 N/m^2
Elastic modulus:2.1e+011 N/m^2
Poisson's ratio:0.28
Mass density:7800 kg/m^3
Shear modulus:7.9e+010 N/m^2
Thermal expansion coefficient:1.1e-005 /Kelvin
SolidBody 1(Split Line1)(Klipnjaca_AB-1),SolidBody 1(Fillet2)(poklopac-1)
Curve Data:N/A
Loads and FixturesFixture nameFixture ImageFixture Details
Fixed-1Entities:1 face(s)
Type:Fixed Geometry
Resultant ForcesComponentsXYZResultant
Reaction force(N)18.790125590.1-0.869425590.1
Reaction Moment(N.m)0000
Fixed-2Entities:2 face(s)
Type:Fixed Geometry
Resultant ForcesComponentsXYZResultant
Reaction force(N)-18.8064-155520.86921715552
Reaction Moment(N.m)0000
Load nameLoad ImageLoad Details
Pressure-1Entities:4 face(s)
Type:Normal to selected face
Value:35.133
Units:N/mm^2 (MPa)
Phase Angle:0
Units:deg
Force-1Entities:1 face(s)
Type:Apply normal force
Value:6176.21 N
Force-3Entities:1 face(s)
Type:Apply normal force
Value:9577.23 N
Gravity-1Reference:Top Plane
Values:0 0 -9.81
Units:SI
Connector Definitions
Pin/Bolt/Bearing ConnectorModel ReferenceConnector DetailsStrength Details
Counterbore with Nut-1Entities:2 edge(s)
Type:Bolt(Head/Nut diameter)(Counterbore)
Head diameter:12 mm
Nut diameter:12 mm
Nominal shank diameter:8
Preload (Axial):500
Young's modulus:2.1e+011
Poisson's ratio:0.28
Preload units:N
No Data
Connector ForcesTypeX-ComponentY-ComponentZ-ComponentResultant
Axial Force (N)0-17654017654
Shear Force (N)513.1600.21714513.16
Bending moment (N.m)-0.00915240-9.6779.677
Counterbore with Nut-2Entities:2 edge(s)
Type:Bolt(Head/Nut diameter)(Counterbore)
Head diameter:10 mm
Nut diameter:10 mm
Nominal shank diameter:8
Preload (Axial):500
Young's modulus:2.1e+011
Poisson's ratio:0.28
Preload units:N
No Data
Connector ForcesTypeX-ComponentY-ComponentZ-ComponentResultant
Axial Force (N)0-17664017664
Shear Force (N)-494.230-1.0866494.23
Bending moment (N.m)-0.004115108.73378.7337
Contact Information
ContactContact ImageContact Properties
Global ContactType:Bonded
Components:1 component(s)
Options:Compatible mesh
Component Contact-1Type:Node to node
Components:1 component(s), 1 Solid Body (s)
Mesh InformationMesh typeSolid Mesh
Mesher Used: Curvature based mesh
Jacobian points4 Points
Maximum element size0 mm
Minimum element size0 mm
Mesh QualityHigh
Sensor DetailsNo Data
Resultant ForcesReaction ForcesSelection setUnitsSum XSum YSum ZResultant
Entire ModelN-0.014038110038.1-0.00019836410038.1
Reaction MomentsSelection setUnitsSum XSum YSum ZResultant
Entire ModelN.m0000
BeamsNo Data
Study Results
NameTypeMinMax
Stress1VON: von Mises Stress331237 N/m^2Node: 164883.02053e+008 N/m^2Node: 11456
sklop_i_FEM_GMT_DMT-DMT-Stress-Stress1
NameTypeMinMax
Stress2P1: 1st Principal Stress-1.65686e+008 N/m^2Node: 185002.92521e+008 N/m^2Node: 11091
sklop_i_FEM_GMT_DMT-DMT-Stress-Stress2
NameTypeMinMax
Stress3P2: 2nd Principal Stress-1.98716e+008 N/m^2Node: 185005.2297e+007 N/m^2Node: 18438
sklop_i_FEM_GMT_DMT-DMT-Stress-Stress3
NameTypeMinMax
Stress4P3: 3rd Principal Stress-4.53605e+008 N/m^2Node: 185292.93396e+007 N/m^2Node: 18438
sklop_i_FEM_GMT_DMT-DMT-Stress-Stress4
NameTypeMinMax
Displacement1UX: X Displacement-0.0973211 mmNode: 113430.105547 mmNode: 8141
sklop_i_FEM_GMT_DMT-DMT-Displacement-Displacement1
NameTypeMinMax
Displacement2UY: Y Displacement-8.19317e-005 mmNode: 122340.10888 mmNode: 779
sklop_i_FEM_GMT_DMT-DMT-Displacement-Displacement2
NameTypeMinMax
Displacement3UZ: Z Displacement-0.00455007 mmNode: 3230.0040598 mmNode: 316
sklop_i_FEM_GMT_DMT-DMT-Displacement-Displacement3
Conclusion
Analyzed with SolidWorks SimulationSimulation of sklop_i_FEM_GMT_DMT1
Analyzed with SolidWorks SimulationSimulation of sklop_i_FEM_GMT_DMT16