Problema 41

Instituto Tecnologico de Nuevo Laredo

Simulation of problema 41 sergioDate: miércoles, 10 de diciembre de 2014Designer: Sergio Alberto Vazquez RamirezStudy name: Static 1Analysis type: Static

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

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

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

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

Units.........................................................4

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

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

Connector Definitions...............................6

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

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

Sensor Details..........................................7

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

Beams......................................................8

Study Results............................................9

Conclusion..............................................23

DescriptionNo Data

Analyzed with SolidWorks Simulation Simulation of problema 41 sergio 1

Instituto Tecnologico de Nuevo Laredo Sergio Alberto Vazquez Ramirez

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Assumptions



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Model Information

Study PropertiesStudy name Static 1

Analysis type Static

Mesh type Beam Mesh

Solver type FFEPlus

Inplane Effect: Off

Soft Spring: Off

Inertial Relief: Off

Incompatible bonding options Automatic

Large displacement Off

Compute free body forces On

Result folder SolidWorks document (C:\Users\mi pc\Documents\diseño 2)

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: Acero EndurecidoModel type: Linear Elastic

IsotropicDefault failure

criterion:Max von Mises Stress

Yield strength: 8.96e+008 N/m^2Tensile strength: 1.069e+009 N/m^2Elastic modulus: 2e+011 N/m^2Poisson's ratio: 0.29

Mass density: 7900 kg/m^3Shear modulus: 7.7e+010 N/m^2

Thermal expansion

coefficient:

1.5e-005 /Kelvin

SolidBody 1(Boss-Extrude2)(Part1),SolidBody 2(Boss-Extrude1)(Part1),SolidBody 3(Boss-Extrude3)(Part1)

Curve Data:N/A



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Loads and FixturesFixture name

Fixture Image Fixture Details

Immovable-1

Entities: 1 Joint(s)Type: Immovable (No

translation)

Immovable-2

Entities: 1 Joint(s)Type: Immovable (No

translation)

Load name Load Image Load Details

Force-1

Entities: 1 plane(s), 1 Joint(s)Reference: Front Plane

Type: Apply forceValues: ---, ---, -503.475 N

Moments: ---, ---, --- N.m

Force-2

Entities: 1 plane(s), 1 Joint(s)Reference: Top Plane

Type: Apply forceValues: ---, ---, 1370 N

Moments: ---, ---, --- N.m

Force-3

Entities: 1 plane(s), 1 Joint(s)Reference: Right Plane

Type: Apply forceValues: ---, ---, -359.625 N

Moments: ---, ---, --- N.m



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Load name Load Image Load Details

Force-4

Entities: 1 plane(s), 1 Joint(s)Reference: Top Plane

Type: Apply forceValues: ---, ---, -1370 N

Moments: ---, ---, --- N.m

Force-5

Entities: 1 plane(s), 1 Joint(s)Reference: Front Plane

Type: Apply forceValues: ---, ---, 5330 N

Moments: ---, ---, --- N.m

Force-6

Entities: 1 plane(s), 1 Joint(s)Reference: Right Plane

Type: Apply forceValues: ---, ---, -1370 N

Moments: ---, ---, --- N.m

Connector DefinitionsNo Data

Contact InformationNo Data



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Mesh InformationMesh type Beam Mesh

Mesh Information - DetailsTotal Nodes 77

Total Elements 73

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

Computer name: MIPC-PC

Sensor DetailsNo Data



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Resultant Forces

Reaction ForcesSelection set

Units Sum XSum Y Sum Z Resultant

Entire Model N 1729.62 0 -4826.53 5127.08

Reaction MomentsSelection set

Units Sum XSum Y Sum Z Resultant

Entire Model N.m 0 0 0 1e-033



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Beams

Beam ForcesBeam Name

Joints

Axial(N)

Shear1(N)

Shear2(N)

Moment1(N.m)

Moment2(N.m)

Torque(N.m)

Beam-1(Boss-

Extrude2)

1 197.794

1855.09 205.5 640.475 1297.21 -3.68282e-024

2-

197.794

-1855.09 -205.5 -548 -21322.20018e-

023

Beam-2(Boss-

Extrude1)

1 -161.83 2358.56 -1164.5 5.24515e-007 1.05206e-006 -7.88903e-024

2 161.831

-2358.56 1164.5 -640.475 -1297.21 1.11634e-023

Beam-3(Boss-

Extrude3)

1 1370 5330 -1370 -4.99131e-009 2.37706e-008 -2.21036e-024

2 -1370 -5330 1370 548 2132 -5.15253e-024

Beam Stresses

Beam Name

Joints

Axial(N/m^2)

Bending Dir1(N/m^2)

Bending Dir2(N/m^2)

Torsional (N/m^2)

Worst Case(N/m^2

)

Beam-1(Boss-

Extrude2)

1 39349.8 1.27418e+007 -2.58072e+007 -3.66337e-020

2.88207e+007

2 39349.8 1.09021e+007 -4.24148e+007 2.18856e-019

4.38328e+007

Beam-2(Boss-

Extrude1)

1 -32195.1 0.0104349 -0.0209301 -7.84736e-020

32195.2

2 -32195.3 1.27418e+007 -2.58072e+007 1.11044e-019

2.88135e+007

Beam-3(Boss-

Extrude3)

1 -272553 9.92989e-005 0.0004729 -2.19868e-020

272553

2 -272553 1.09021e+007 -4.24148e+007 -5.12532e-020

4.4066e+007



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Study Results

Name Type Min MaxStress1 TXY: Shear in Y Dir. on YZ

Plane1.02465e+006 N/m^2Element: 52

4.4066e+007 N/m^2Element: 73

problema 41 sergio-Static 1-Stress-Stress1

Name Type Min MaxDisplacement1 URES: Resultant Displacement 0 mm

Node: 11.08653 mmNode: 54



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Name Type Min Max

problema 41 sergio-Static 1-Displacement-Displacement1

Name TypeShear-Moment Plot1 Shear Force in Dir1



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Name Type

problema 41 sergio-Static 1-Shear-Moment Plot-Shear-Moment Plot1

Name TypeShear-Moment Plot2 Shear Force in Dir2



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Name Type


Name TypeShear-Moment Plot3 Moment in Dir1



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Name Type


Name TypeShear-Moment Plot4 Moment in Dir2



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Name Type


Name Type Min MaxFactor of Safety1 Automatic 20.3331

Node: 1874.441Node: 53



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Name Type Min Max

problema 41 sergio-Static 1-Factor of Safety-Factor of Safety1



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Image-1



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Image-8

Conclusion


Problema 41

Documents

n moments

joints type

force values

joints reference

mass density

right plane type

usersmi pcdocumentsdiseo

acero endurecido model