sklop i fem gmt dmt-dmt-3

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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