Solidworks Report of Light Pole

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Light Pole design using Solidworks

Transcript of Solidworks Report of Light Pole

Simulation Report Template

vishnu

vishnu

mohit18-10-2015

Simulation of final light pole round tapered

Date: 18 October 2015Designer: mohitStudy name: Copy of [Copy of [Copy of [Static 1]]]Analysis type: Static

Table of ContentsDescription1Assumptions2Model Information2Study Properties3Units3Material Properties4Loads and Fixtures5Connector Definitions6Contact Information6Mesh Information7Sensor Details8Resultant Forces9Beams9Study Results10Conclusion13

DescriptionNo Data

Assumptions

Model Information

Model name: final light pole round taperedCurrent Configuration: Default

Solid Bodies

Document Name and ReferenceTreated AsVolumetric PropertiesDocument Path/Date Modified

Cut-Revolve1

Solid BodyMass:154.288 kgVolume:0.0196046 m^3Density:7870 kg/m^3Weight:1512.02 N

F:\final light pole round tapered.SLDPRTOct 18 16:21:47 2015

Study PropertiesStudy nameCopy of [Copy of [Copy of [Static 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 displacementOn

Compute free body forcesOn

FrictionOff

Use Adaptive Method: Off

Result folderSolidWorks document (F:)

UnitsUnit system:SI (MKS)

Length/Displacementmm

TemperatureKelvin

Angular velocityRad/sec

Pressure/StressN/m^2

Material PropertiesModel ReferencePropertiesComponents

Name:Galvanized Steel

Model type:Linear Elastic Isotropic

Default failure criterion:Max von Mises Stress

Yield strength:2.03943e+008 N/m^2

Tensile strength:3.56901e+008 N/m^2

Elastic modulus:2e+011 N/m^2

Poisson's ratio:0.29

Mass density:7870 kg/m^3

SolidBody 1(Cut-Revolve1)(final light pole)

Curve Data:N/A

Loads and FixturesFixture nameFixture ImageFixture Details

Fixed-1Entities:1 face(s)

Type:Fixed Geometry

Resultant ForcesComponentsXYZResultant

Reaction force(N)-934.9992403.950.0003662112579.38

Reaction Moment(N.m)0000

Load nameLoad ImageLoad Details

Force-1Entities:1 face(s)

Type:Apply normal force

Value:200 N

Force-2Entities:1 face(s)

Type:Apply force

Values:---, ---, -935 N

Remote Load (Direct transfer)-1Entities:1 face(s)

Type:Load (Direct transfer)

Coordinate System:Global cartesian coordinates

Force Values:---, -650, --- N

Moment Values:---, ---, --- N.m

Reference coordinates:40 10000 0 mm

Components transferred:Force

Gravity-1Reference:Face< 1 >

Values:0 0 -9.81

Units:SI

Connector DefinitionsNo Data

Contact InformationNo Data

Mesh InformationMesh typeSolid Mesh

Mesher Used: Curvature based mesh

Jacobian points4 Points

Maximum element size0 mm

Minimum element size0 mm

Mesh QualityHigh

Mesh Information - DetailsTotal Nodes91106

Total Elements44499

Maximum Aspect Ratio33.311

% of elements with Aspect Ratio < 32.79

% of elements with Aspect Ratio > 100.321

% of distorted elements(Jacobian)0

Time to complete mesh(hh;mm;ss): 00:00:28

Computer name: LENOVO

Mesh Control Information:Mesh Control NameMesh Control ImageMesh Control Details

Control-1Entities:1 face(s)

Units:mm

Size:18.6626

Ratio:1.2

Sensor DetailsNo Data

Resultant ForcesReaction ForcesSelection setUnitsSum XSum YSum ZResultant

Entire ModelN-934.9992403.950.0003662112579.38

Reaction MomentsSelection setUnitsSum XSum YSum ZResultant

Entire ModelN.m0000

BeamsNo Data

Study Results

NameTypeMinMax

Stress1VON: von Mises Stress274391 N/m^2Node: 843698.78257e+007 N/m^2Node: 8396

final light pole round tapered-Copy of [Copy of [Copy of [Static 1]]]-Stress-Stress1

NameTypeMinMax

Displacement1URES: Resultant Displacement0 mmNode: 283277.41 mmNode: 11169

final light pole round tapered-Copy of [Copy of [Copy of [Static 1]]]-Displacement-Displacement1

NameTypeMinMax

Strain1ESTRN: Equivalent Strain1.67598e-006 Element: 16590.000370391 Element: 26333

final light pole round tapered-Copy of [Copy of [Copy of [Static 1]]]-Strain-Strain1

NameTypeMinMax

Factor of Safety1Automatic2.32214 Node: 8396743.259 Node: 84369

final light pole round tapered-Copy of [Copy of [Copy of [Static 1]]]-Factor of Safety-Factor of Safety1

Conclusion

Analyzed with SolidWorks SimulationSimulation of final light pole round tapered1

Analyzed with SolidWorks SimulationSimulation of final light pole round tapered4