assem1 study 1 1
TRANSCRIPT
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
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Assumptions
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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
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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^
3Mass
Density:7870kg/m^3
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Mass:4.04049kgWeight:39.5968N
Beam-2(Trim/Extend4)
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:480mmVolume:0.000256702m^
3Mass
Density:7870kg/m^3Mass:2.02025kgWeight:19.7984N
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Beam-3(Structural Member1[3])
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:500mmVolume:0.000267403m^
3Mass
Density:7870kg/m^3Mass:2.10446kgWeight:20.6237N
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Beam-4(Trim/Extend10)
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:480mmVolume:0.000256702m^
3Mass
Density:7870kg/m^3Mass:2.02025kgWeight:19.7984N
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Beam-5(Structural Member1[2])
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:1000mmVolume:0.000534806m^
3
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Mass Density:7870kg/m^3
Mass:4.20892kgWeight:41.2475N
Beam-6(Trim/Extend11)
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:460mmVolume:0.000246006m^
3Mass
Density:7870kg/m^3Mass:1.93607kgWeight:18.9735N
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Beam-7(Structural Member1[4])
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:1000mmVolume:0.000534806m^
3Mass
Density:7870kg/m^3Mass:4.20892kgWeight:41.2475N
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Beam-8(Trim/Extend1)
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:480mmVolume:0.000256702m^
3Mass
Density:7870kg/m^3Mass:2.02025kgWeight:19.7984N
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Beam-9(Structural Member1[1])
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:500mm
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Volume:0.000267403m^3
Mass Density:7870kg/m^3
Mass:2.10446kgWeight:20.6237N
Beam-10(Trim/Extend12)
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:960mmVolume:0.000513405m^
3Mass
Density:7870kg/m^3Mass:4.04049kgWeight:39.5968N
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Beam-11(Trim/Extend2)
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:480mmVolume:0.000256702m^
3Mass
Density:7870kg/m^3Mass:2.02025kgWeight:19.7984N
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Beam-12(Trim/Extend3)
Beam – Uniform C/S
Section Standard-iso/square
tube/40 x 40 x 4Section Area: 534.796in^2
Length:460mmVolume:0.000246006m^
3Mass
Density:7870kg/m^3Mass:1.93607kgWeight:18.9735N
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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
Off
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
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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
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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
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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
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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
Off
Mesh Information - DetailsTotal Nodes 16431Total Elements 8430Time to complete mesh(hh;mm;ss): 00:00:06Computer name: ASUS
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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
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BeamsBeam Forces
Beam Name Joints
Axial(N)
Shear1(N)
Shear2(N)
Moment1(N·m)
Moment2(N·m)
Torque(N·m)
Beam-1(Trim/Extend9)
1 5.21668 19.8256 0.001208
88 -0.000609213 3.04348 -0.00363985
2-
5.21668
19.8116-
0.00120888
-0.000551305 -3.03673 0.00363985
Beam-2(Trim/Extend4)
1 80.7141 15.6969 -4.33744 -0.153284 -0.853378 0.00318433
2-
78.6496
-15.6969 4.33744 0.370156 1.63822 -0.00318433
3-
30.9974
-10.4757 2.31822 0.596639 2.71342 -0.00272308
Beam-3(Structural Member1[3])
1 2.31324
0.0209105 10.3009 -0.631681 0.00520371 -
0.00121908
2-
2.31324
-0.020666
810.3435 0.642324 0.00519061 0.00121908
Beam-4(Trim/Extend10)
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
3-
78.7871
-15.3307 -4.32522 -0.472035 1.47969 -0.00326935
Beam-5(Structural Member1[2])
1 10.4549 20.6538 0.004923
07 -0.0024741 2.92268-
0.000657556
2-
10.4549
20.635-
0.00492307
-0.00244897 -2.91324 0.000657556
Beam-6(Trim/Extend11)
1 2.01768
0.00244639 9.74675 -0.688568 0.000583818 -
0.00615142
2-
2.01768
-0.002446
3910.0719 0.766598 0.000590449 0.00615142
Beam-7(Structural Member1[4])
1-
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
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Beam Name Joints
Axial(N)
Shear1(N)
Shear2(N)
Moment1(N·m)
Moment2(N·m)
Torque(N·m)
1-
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
3-
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
1
2-
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
1-
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
3-
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^
2)
Bending Dir2(N/m^
2)
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
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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
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Name Type Min Max
Assem1-Study 1-Displacement-Displacement1
Name Type Min MaxStrain1 ESTRN: Equivalent Strain 0
Element: 82062.8464e-005Element: 548
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Name Type Min Max
Assem1-Study 1-Strain-Strain1
Name Type Min MaxFactor of Safety1 Automatic 31.2118
Node: 147225.5332e+009Node: 28
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Name Type Min Max
Assem1-Study 1-Factor of Safety-Factor of Safety1
Name TypeShear-Moment Plot1 Shear Force in Dir1
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Name Type
Assem1-Study 1-Shear-Moment Plot-Shear-Moment Plot1
Conclusion
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