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Simulation of Part2

Date: Wednesday, October 05, 2011Designer: SolidworksStudy name: Study 1Analysis type:Static

Table of ContentsDescription ............................................ 1

Assumptions .......................................... 2

Model Information ................................... 2

Study Properties ..................................... 4

Units ................................................... 5

Material Properties .................................. 5

Loads and Fixtures................................... 6

Connector Definitions ............................... 7

Contact Information ................................. 7

Mesh Information .................................... 8

Sensor Details ...................................... 10

Resultant Forces ................................... 10

Beams ................................................ 10

Study Results ....................................... 11

Conclusion .......................................... 14

DescriptionNo Data

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Assumptions

Model Information

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Model name: Part2Current Configuration: Default

Solid BodiesDocument Name and

ReferenceTreated As Volumetric Properties

Document Path/DateModified

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Boss-Extrude1

Solid Body

Mass:0.9625 kgVolume:0.000125 m^3Density:7700 kg/m^3

Weight:9.4325 N

C:\Documents andSettings\u0906067\Deskto

p\Part2.SLDPRTOct 05 14:07:20 2011

Study PropertiesStudy name Study 1

Analysis type Static

Mesh type Solid Mesh

Thermal Effect: On

Thermal option Include temperature loads

Zero strain temperature 298 Kelvin

Include fluid pressure effects from SolidWorksFlow Simulation

Off

Solver type FFEPlus

Inplane Effect: Off

Soft Spring: Off

Inertial Relief: Off

Incompatible bonding options Automatic

Large displacement Off

Compute free body forces On

Friction Off

Use Adaptive Method: Off

Result folder SolidWorks document (C:\Documents andSettings\u0906067\Desktop)

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UnitsUnit system: SI (MKS)

Length/Displacement mm

Temperature Kelvin

Angular velocity Rad/sec

Pressure/Stress N/m^2

Material Properties

Model Reference Properties Components

Name: Alloy SteelModel type: Linear Elastic Isotropic

Default failure

criterion:

Max von Mises Stress

Yield strength: 6.20422e+008 N/m^2Tensile strength: 7.23826e+008 N/m^2Elastic modulus: 2.1e+011 N/m^2

Poisson's ratio: 0.28Mass density: 7700 kg/m^3

Shear modulus: 7.9e+010 N/m^2Thermal expansion

coefficient:1.3e-005 /Kelvin

SolidBody 1(Boss-Extrude1)(Part2)

Curve Data:N/A

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Loads and Fixtures

Fixture name Fixture Image Fixture Details

Fixed-1

Entities: 1 face(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) 8.55373e-006 9.44208 8.64018e-005 9.44208

Reaction Moment(N-m) 0 0 0 0

Load name Load Image Load Details

Gravity-1

Reference: Top PlaneValues: 0 0 -9.81

Units: SI

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Connector DefinitionsNo Data

Contact InformationNo Data

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Mesh InformationMesh type Solid Mesh

Mesher Used: Standard mesh

Automatic Transition: Off

Include Mesh Auto Loops: Off

Jacobian points 4 Points

Element Size 5.0015 mm

Tolerance 0.250075 mm

Mesh Quality High

Mesh Information - Details

Total Nodes 14849

Total Elements 9735

Maximum Aspect Ratio 3.6934

% of elements with Aspect Ratio < 3 99.8

% of elements with Aspect Ratio > 10 0

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:01

Computer name: EITUPC3-29

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Mesh Control Information:

Mesh Control Name Mesh Control Image Mesh Control Details

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Control-4

Entities: 2 face(s)Units: mmSize: 3.12594

Ratio: 1.5

Sensor DetailsNo Data

Resultant Forces

Reaction ForcesSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N 8.55373e-006 9.44208 8.64018e-005 9.44208

Reaction MomentsSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N-m 0 0 0 0

BeamsNo Data

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Study Results

Name Type Min Max

Stress1 VON: von Mises Stress 1.20329 N/m^2Node: 14741

6531.17 N/m^2Node: 1

Part2-Study 1-Stress-Stress1

Name Type Min MaxDisplacement1 URES: Resultant Displacement 0 mmNode: 1

4.4411e-007 mmNode: 196

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Part2-Study 1-Displacement-Displacement1

Name Type Min Max

Strain1 ESTRN: Equivalent Strain 1.46686e-010Element: 3432

1.97179e-008Element: 1984

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Part2-Study 1-Strain-Strain1

Name Type

Displacement1{1} Deformed Shape

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Part2-Study 1-Displacement-Displacement1{1}

Conclusion