yoke male study 1 1

12
Cubo #2545 Phone: 754654654 Simulation of Yoke_male Date: jueves, 04 de abril de 2013 Designer: Ing. Max Stark Study name: Study 1 Analysis type: Static Table of Contents Description........................1 Assumptions........................2 Model Information..................2 Study Properties...................3 Units..............................3 Material Properties................4 Loads and Fixtures.................5 Connector Definitions..............5 Contact Information................6 Mesh Information...................7 Sensor Details.....................8 Resultant Forces...................8 Beams..............................9 Study Results.....................10 Conclusion........................12 Description No Data Analyzed with SolidWorks Simulation Simulation of Yoke_male 1

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Page 1: Yoke Male Study 1 1

Cubo#2545Phone: 754654654

Simulation of Yoke_maleDate: jueves, 04 de abril de 2013Designer: Ing. Max StarkStudy name: Study 1Analysis type: Static

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

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

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

Study Properties.......................................3

Units.........................................................3

Material Properties...................................4

Loads and Fixtures...................................5

Connector Definitions...............................5

Contact Information..................................6

Mesh Information......................................7

Sensor Details..........................................8

Resultant Forces.......................................8

Beams......................................................9

Study Results..........................................10

Conclusion..............................................12

DescriptionNo Data

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Page 2: Yoke Male Study 1 1

Cubo#2545 Ing. Max Stark

04/04/2013

Assumptions

Model Information

Model name: Yoke_male

Current Configuration: Default

Solid BodiesDocument Name and

ReferenceTreated As Volumetric Properties Document Path/Date

ModifiedChaflán1

Solid Body

Mass:0.528519 lbVolume:1.86361 in^3

Density:0.283599 lb/in^3

Weight:0.52816 lbf

\\SISTEMAS-PC\software\Curso\Lesson13\Case

Study\Yoke_male.sldprt

Apr 02 22:27:28 2012

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Cubo#2545 Ing. Max Stark

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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 SolidWorks Flow 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 (\\SISTEMAS-PC\software\Curso\Lesson13\Case Study)

UnitsUnit system: SI (MKS)

Length/Displacement mm

Temperature Kelvin

Angular velocity Rad/sec

Pressure/Stress N/m^2

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Material PropertiesModel Reference Properties Components

Name: ASTM A36 SteelModel type: Linear Elastic

IsotropicDefault failure

criterion:Unknown

Yield strength: 2.5e+008 N/m^2Tensile strength: 4e+008 N/m^2Elastic modulus: 2e+011 N/m^2Poisson's ratio: 0.26

Mass density: 7850 kg/m^3Shear modulus: 7.93e+010 N/m^2

SolidBody 1(Chaflán1)(Yoke_male)

Curve Data:N/A

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Loads and FixturesFixture name

Fixture Image Fixture Details

Fixed-1

Entities: 2 face(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) 4994.1 -0.517212 0.357418 4994.1Reaction Moment(N-

m)0 0 0 0

Load name Load Image Load Details

Force-1

Entities: 1 face(s)Type: Apply normal force

Value: 5000 N

Connector DefinitionsNo Data

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Contact InformationNo Data

Mesh InformationMesh type Solid Mesh

Mesher Used: Curvature based mesh

Jacobian points 4 Points

Maximum element size 3.12677 mm

Minimum element size 3.12677 mm

Mesh Quality High

Mesh Information - DetailsTotal Nodes 15264

Total Elements 9812

Maximum Aspect Ratio 4.9034

% of elements with Aspect Ratio < 3 99.6

% of elements with Aspect Ratio > 10 0

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:05

Computer name: M011-PC

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Sensor DetailsNo Data

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Resultant Forces

Reaction ForcesSelection set

Units Sum XSum Y Sum Z Resultant

Entire Model N 4994.1 -0.517212 0.357418 4994.1

Reaction MomentsSelection set

Units Sum XSum Y Sum Z Resultant

Entire Model N-m 0 0 0 0

BeamsNo Data

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Study Results

Name Type Min MaxStress1 VON: von Mises Stress 501160 N/m^2

Node: 1783.39481e+008 N/m^2Node: 2596

Yoke_male-Study 1-Stress-Stress1

Name Type Min MaxDisplacement1 URES: Resultant Displacement 0 mm

Node: 2390.185441 mmNode: 128

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Page 10: Yoke Male Study 1 1

Cubo#2545 Ing. Max Stark

04/04/2013

Name Type Min Max

Yoke_male-Study 1-Displacement-Displacement1

Name Type Min MaxStrain1 ESTRN: Equivalent Strain 2.79517e-006

Element: 83170.00115127Element: 6319

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Cubo#2545 Ing. Max Stark

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Name Type Min Max

Yoke_male-Study 1-Strain-Strain1

Conclusion

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