Simulation of 9C A_DRUM-WHEEL BRAKE MM DIA
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1 Simulation of 9C A_DRUM-WHEEL BRAKE MM DIA Date: 21 Mayıs 2012 Pazartesi Designer: Solidworks Study name: Study 1 Analysis type: Frequency Description No Data 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 Study Results... 9 Conclusion MM DIA 1
2 Assumptions Model Information Solid Bodies Document Name and Reference Model name: 9C A_DRUM-WHEEL BRAKE MM DIA Current Configuration: Default Treated As Volumetric Properties Document Path/Date Modified MM DIA 2
3 Split Line9 Solid Body Mass: kg Volume: m^3 Density:7250 kg/m^3 Weight: N C:\Users\barisyilmaz\Deskt op\cad-cae\kampana termal analiz\9c A_DRUM-WHEEL BRAKE MM DIA.sldprt Nov 29 13:23: Study Properties Study name Study 1 Analysis type Mesh type Number of frequencies 10 Solver type Soft Spring: Incompatible bonding options Thermal option Zero strain temperature Include fluid pressure effects from SolidWorks Flow Simulation Result folder Frequency Solid Mesh Automatic Off Automatic Include temperature loads 298 Kelvin Off SolidWorks document (C:\Users\barisyilmaz\Desktop\CAD-CAE\Kampana termal analiz) Units Unit system: Length/Displacement Temperature Angular velocity Pressure/Stress SI (MKS) mm Kelvin Rad/sec N/m^2 MM DIA 3
4 Material Properties Model Reference Properties Components Curve Data:N/A Name: (EN-GJS-500-7) Model type: Linear Elastic Isotropic Default failure Unknown criterion: Yield strength: 2.25e+008 N/m^2 Tensile strength: 3.5e+008 N/m^2 Mass density: 7250 kg/m^3 Elastic modulus: 1.2e+011 N/m^2 Poisson's ratio: 0.26 Thermal expansion 1.2e-005 /Kelvin coefficient: SolidBody 1(Split Line9)(9C A_DRUM- WHEEL BRAKE MM DIA) MM DIA 4
5 Loads and Fixtures Fixture name Fixture Image Fixture Details Entities: Type: 11 face(s) Fixed Geometry Fixed-1 Load name Load Image Load Details BearingLoads- 1 Entities: 1 face(s) Coordinate System: Coordinate System1 Force Values: N BearingLoads- 2 Entities: 1 face(s) Coordinate System: Coordinate System1 Force Values: N Connector Definitions No Data MM DIA 5
6 Contact Information No Data MM DIA 6
7 Mesh Information Mesh type Mesher Used: Jacobian points Maximum element size Minimum element size Mesh Quality Solid Mesh Curvature based mesh 4 Points mm mm High Mesh Information - Details Total Nodes Total Elements Maximum Aspect Ratio % of elements with Aspect Ratio < % of elements with Aspect Ratio > % of distorted elements(jacobian) 0 Time to complete mesh(hh;mm;ss): 00:00:04 Computer name: BARISY MM DIA 7
8 Sensor Details No Data MM DIA 8
9 Study Results Displacement1 for Mode Shape: 1(Value = Hz) mm Node: C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement1 Displacement2 for Mode Shape: 2(Value = Hz) mm Node: MM DIA 9
10 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement2 Displacement3 for Mode Shape: 3(Value = Hz) mm Node: MM DIA 10
11 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement3 Displacement4 for Mode Shape: 4(Value = Hz) mm Node: MM DIA 11
12 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement4 Displacement5 for Mode Shape: 5(Value = Hz) mm Node: 3052 MM DIA 12
13 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement5 Displacement6 for Mode Shape: 6(Value = Hz) mm Node: 3069 MM DIA 13
14 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement6 Displacement7 for Mode Shape: 7(Value = Hz) mm Node: 3287 MM DIA 14
15 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement7 Displacement8 for Mode Shape: 8(Value = Hz) mm Node: MM DIA 15
16 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement8 Displacement9 for Mode Shape: 9(Value = Hz) mm Node: MM DIA 16
17 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement9 Displacement10 for Mode Shape: 10(Value = Hz) mm Node: 5566 MM DIA 17
18 9C A_DRUM-WHEEL BRAKE MM DIA-Study 1-Displacement-Displacement10 Mode List Frequency Number Rad/sec Hertz Seconds MM DIA 18
19 Mass Participation (Normalized) Mode Number Frequency(Hertz) X direction Y direction Z direction e e e e e e e e e e e e e e e e e e e e e e e e e-008 Sum X = Sum Y = Sum Z = Conclusion MM DIA 19
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