Assem1 Study 1 1

POLMAN

Simulation of Assem1Date: 19 September 2013Designer: HANIFStudy name: Study 1Analysis type: Static

Table of ContentsDescription...............................................1Assumptions.............................................2Model Information.....................................2Study Properties.......................................6Units.........................................................6Material Properties...................................7Loads and Fixtures...................................8Connector Definitions...............................9Contact Information..................................9Mesh Information....................................10Sensor Details.........................................11Resultant Forces.....................................11Beams....................................................12Study Results..........................................14Conclusion..............................................18

DescriptionNo Data

Analyzed with SolidWorks Simulation Simulation of Assem1 1

POLMAN HANIF19/09/2013

Assumptions

Model Information

Model name: Assem1

Current Configuration: Default

Solid BodiesDocument Name and

Reference Treated As Volumetric Properties Document Path/Date Modified

Boss-Extrude1

Solid Body

Mass:44.1979 kgVolume:0.005616 m^3Density:7870 kg/m^3

Weight:433.14 N

D:\iseng\coba2.SLDPRT

Sep 19 11:17:47 2013

Beam Bodies:Document Name and

Reference Formulation Properties Document Path/Date Modified

Beam-1(Trim/Extend9)

Beam – Uniform C/S

Section Standard-iso/square

tube/40 x 40 x 4Section Area: 534.796in^2

Length:960mmVolume:0.000513405m^

Density:7870kg/m^3

D:\iseng\tes 1.SLDPRT

Sep 19 11:17:48 2013

Mass:4.04049kgWeight:39.5968N

Density:7870kg/m^3Mass:2.02025kgWeight:19.7984N

Sep 19 11:17:48 2013

Beam-3(Structural Member1[3])

Sep 19 11:17:48 2013

Mass Density:7870kg/m^3

Sep 19 11:17:48 2013

Length:500mm

Sep 19 11:17:48 2013

Volume:0.000267403m^3

Mass Density:7870kg/m^3

Sep 19 11:17:48 2013

Study PropertiesStudy name Study 1Analysis type StaticMesh type Mixed MeshThermal Effect: OnThermal option Include temperature loadsZero strain temperature 298 KelvinInclude fluid pressure effects from SolidWorks Flow Simulation

Solver type Direct sparse solverInplane Effect: OffSoft Spring: OffInertial Relief: OffIncompatible bonding options AutomaticLarge displacement OffCompute free body forces OnFriction OffUse Adaptive Method: OffResult folder SolidWorks document (D:\iseng)

UnitsUnit system: SI (MKS)Length/Displacement mmTemperature KelvinAngular velocity Rad/secPressure/Stress N/m^2

Material PropertiesModel Reference Properties Components

Name: AISI 1015 Steel, Cold Drawn (SS)

Model type: Linear Elastic Isotropic

Default failure criterion:

Max von Mises Stress

Yield strength: 3.25e+008 N/m^2Tensile strength: 3.85e+008 N/m^2Elastic modulus: 2.05e+011 N/m^2Poisson's ratio: 0.29

Mass density: 7870 kg/m^3Shear modulus: 8e+010 N/m^2

Thermal expansion

coefficient:

1.2e-005 /Kelvin

SolidBody 1(Boss-Extrude1)(coba2-1),SolidBody 1(Trim/Extend9)(tes 1-1),SolidBody 2(Trim/Extend4)(tes 1-1),SolidBody 3(Structural Member1[3])(tes 1-1),SolidBody 4(Trim/Extend10)(tes 1-1),SolidBody 5(Structural Member1[2])(tes 1-1),SolidBody 6(Trim/Extend11)(tes 1-1),SolidBody 7(Structural Member1[4])(tes 1-1),SolidBody 8(Trim/Extend1)(tes 1-1),SolidBody 9(Structural Member1[1])(tes 1-1),SolidBody 10(Trim/Extend12)(tes 1-1),SolidBody 11(Trim/Extend2)(tes 1-1),SolidBody 12(Trim/Extend3)(tes 1-1)

Curve Data:N/A

Loads and FixturesFixture name Fixture Image Fixture Details

Fixed-1

Type: Fixed Geometry

Fixed-2

Entities: 1 face(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) 9.5215 706.93 -0.979808 706.995Reaction

Moment(N·m) 0 0 0 1e-033

Fixed-3

Entities: 3 face(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) -9.49184 4726.4 1.5854 4726.41Reaction

Moment(N·m) 0 0 0 1e-033

Load name Load Image Load Details

Gravity-1

Reference: Face< 1 >Values: 0 0 9.81

Units: SI

Load name Load Image Load Details

Force-2

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

Value: 5000 N

Connector DefinitionsNo Data

Contact Information

Contact Contact Image Contact Properties

Global Contact

Type: BondedComponents: 1

component(s)Options: Compatible

Mesh InformationMesh type Mixed MeshMesher Used: Standard meshAutomatic Transition: OffInclude Mesh Auto Loops: OffJacobian points 4 PointsJacobian check for shell OnElement Size 21.4923 mmTolerance 1.07462 mmMesh Quality HighRemesh failed parts with incompatible mesh

Mesh Information - DetailsTotal Nodes 16431Total Elements 8430Time to complete mesh(hh;mm;ss): 00:00:06Computer name: ASUS

Sensor DetailsNo Data

Resultant ForcesReaction ForcesSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N 0.000349998 5756.46 0.00239754 5756.46

Reaction MomentsSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N·m -0.000293761 0.012041 -0.278204 0.278465

BeamsBeam Forces

Beam Name Joints

Axial(N)

Shear1(N)

Shear2(N)

Moment1(N·m)

Moment2(N·m)

Torque(N·m)

1 5.21668 19.8256 0.001208

88 -0.000609213 3.04348 -0.00363985

5.21668

19.8116-

0.00120888

-0.000551305 -3.03673 0.00363985

1 80.7141 15.6969 -4.33744 -0.153284 -0.853378 0.00318433

78.6496

-15.6969 4.33744 0.370156 1.63822 -0.00318433

30.9974

-10.4757 2.31822 0.596639 2.71342 -0.00272308

1 2.31324

0.0209105 10.3009 -0.631681 0.00520371 -

0.00121908

2.31324

-0.020666

810.3435 0.642324 0.00519061 0.00121908

1 80.8516 15.3307 4.32522 0.255775 -0.713159 0.00326935

2 -30.959 -10.4024 -2.30805 -0.584784 2.71547 -

0.00270652

78.7871

-15.3307 -4.32522 -0.472035 1.47969 -0.00326935

1 10.4549 20.6538 0.004923

07 -0.0024741 2.92268-

0.000657556

10.4549

20.635-

0.00492307

-0.00244897 -2.91324 0.000657556

1 2.01768

0.00244639 9.74675 -0.688568 0.000583818 -

0.00615142

2.01768

-0.002446

3910.0719 0.766598 0.000590449 0.00615142

10.4231

20.6306-

0.00427299

-0.00235255 -2.91 0.000665598

2 10.4231 20.6582 0.005581

57 -0.00257473 2.92376-

0.000647883

Beam Name Joints

Axial(N)

Shear1(N)

Shear2(N)

Moment1(N·m)

Moment2(N·m)

Torque(N·m)

30.9741

10.4439 -2.31829 -0.596671 -2.69989 -0.00275749

2 80.9999 -15.3792 4.33702 0.153112 0.968956 0.00278281

78.9355

15.3792 -4.33702 -0.369963 -1.73792 -0.00278281

1 2.31328

0.0209009 10.3436 -0.642345 0.00520476 0.00025610

2.31328

-0.020659

210.3008 0.631664 0.00518524

-0.00025654

51 4.9328

1 20.3277 0.0017993 -0.000708923 3.22662 -

0.003558532 0 0 0 0 0 0

78.2484

15.6484 4.3248 0.472136 -1.6582 -0.00280455

2 80.3128 -15.6484 -4.3248 -0.255896 0.875785 0.00280455

30.9359

10.4342 2.30833 0.584856 -2.70577 -0.00274729

1 2.01801

0.00450702 10.0724 -0.766711 0.00109465 -0.01063

2 0 0 0 0 0 0

Beam Stresses

Beam Name Joints

Axial(N/m^2)

Bending Dir1(N/m^

Bending Dir2(N/m^

Torsional

(N/m^2)

Worst Case(N/m^

2)1 -9754.51 110.019 549629 -468.796 5594942 -9754.51 -99.5615 548411 468.796 5582651 -150925 27681.9 -154114 410.127 3327202 -147065 66847.3 -295851 -410.127 5097633 -57961.1 107748 -490023 -350.72 6557331 -4325.45 114077 939.751 -157.012 1193422 -4325.45 115999 -937.384 157.012 1212621 -151182 -46191 -128791 421.077 3261642 -57889.3 -105608 -490393 -348.588 6538903 -147322 -85246 -267221 -421.077 4997891 -19549.4 446.803 527814 -84.6901 5478102 -19549.4 -442.265 526109 84.6901 5461001 -3772.79 124350 105.433 -792.274 1282282 -3772.79 138442 -106.631 792.274 142321

Study Results

Name Type Min MaxStress1 VON: von Mises Stress 0 N/m^2

Node: 161991.04127e+007 N/m^2Node: 14722

Assem1-Study 1-Stress-Stress1

Name Type Min MaxDisplacement1 URES: Resultant Displacement 0 mm

Node: 10.10906 mmNode: 14525

Name Type Min Max

Assem1-Study 1-Displacement-Displacement1

Name Type Min MaxStrain1 ESTRN: Equivalent Strain 0

Element: 82062.8464e-005Element: 548

Name Type Min Max

Assem1-Study 1-Strain-Strain1

Name Type Min MaxFactor of Safety1 Automatic 31.2118

Node: 147225.5332e+009Node: 28

Name Type Min Max

Assem1-Study 1-Factor of Safety-Factor of Safety1

Name TypeShear-Moment Plot1 Shear Force in Dir1

Name Type

Assem1-Study 1-Shear-Moment Plot-Shear-Moment Plot1

Conclusion

Assem1 Study 1 1

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