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Project
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Project First Saved 28 June, 2017 Last Saved 28 June, 2017 Product Version 14.0 Release Save Project Before Solution No Save Project After Solution No
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Contents l
Units
l
Model (A4) ¡ Geometry n Parts ¡ Coordinate Systems ¡ Connections n Contacts n Contact Regions ¡ Mesh ¡ Static Structural (A5) n Analysis Settings n Loads n Solution (A6) n Solution Information n Results
l
Material Data ¡ Structural Steel
Units TABLE 1 Unit System Metric (mm, kg, N, s, mV, mA) Degrees rad/s Celsius Angle Degrees Rotational Velocity rad/s Temperature Celsius
Model (A4) Geometry
Object Name State Source Type Length Unit Element Control Display Style Length X Length Y Length Z
TABLE 2 Model (A4) > Geometry Geometry Fully Defined Definition C:\Users\user\Desktop\Assembly of Square tool post in IGS format\Assembly of Square tool post in IGS format\ASSEMBLY WITH ANIMN.IGS Iges Meters Program Controlled Body Color Bounding Box 164. mm 238.67 mm 240.08 mm Properties
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Volume Mass Scale Factor Value Bodies Active Bodies Nodes Elements Mesh Metric Solid Bodies Surface Bodies Line Bodies Parameters Parameter Key Attributes Named Selections Material Properties Use Associativity Coordinate Systems Reader Mode Saves Updated File Use Instances Smart CAD Update Attach File Via Temp File Temporary Directory Analysis Type Mixed Import Resolution Decompose Disjoint Faces Enclosure and Symmetry Processing
Object Name State Visible Transparency Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects
2.2008e+006 mm³ 17.276 kg 1. Statistics 20 20 172273 92207 None Basic Geometry Options Yes Yes No Yes DS No No No Advanced Geometry Options Yes No No Yes No Yes C:\Users\user\AppData\Local\Temp 3-D None Yes Yes TABLE 3 Model (A4) > Geometry > Parts Part 1 Part 2 Part 3 Part 4 Meshed Graphics Properties Yes 1 Definition No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes Bounding Box
Part 5
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Length X Length Y Length Z
44. mm 75. mm 44. mm Properties
Volume 18087 mm³ Mass 0.14199 kg Centroid X 105.97 mm 45.974 mm -14.026 mm 45.974 mm 105.97 mm Centroid Y 160.76 mm Centroid Z 195.25 mm 75.254 mm Moment of Inertia Ip1 68.277 kg·mm² Moment of Inertia Ip2 7.2135 kg·mm² Moment of Inertia Ip3 68.276 kg·mm² Statistics Nodes 12773 Elements 6947 Mesh Metric None
Object Name State Visible Transparency Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects Length X Length Y Length Z Volume Mass Centroid X Centroid Y Centroid Z Moment of Inertia Ip1 Moment of Inertia Ip2 Moment of Inertia Ip3 Nodes Elements Mesh Metric
TABLE 4 Model (A4) > Geometry > Parts Part 6 Part 7 Part 8 Part 9 Meshed Graphics Properties Yes 1 Definition No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes Bounding Box 44. mm 55.171 mm 75. mm 62.263 mm 44. mm 52.776 mm Properties 18087 mm³ 32648 mm³ 0.14199 kg 0.25629 kg -14.026 mm 105.97 mm -14.026 mm 40.422 mm 160.76 mm 222.8 mm 135.25 mm 195.25 mm 266.33 mm 68.277 kg·mm² 39.481 kg·mm² 7.2135 kg·mm² 40.963 kg·mm² 68.276 kg·mm² 39.608 kg·mm² Statistics 12773 787 6947 433 None
Part 10
18.424 mm 46.956 mm 114. mm 8799. mm³ 6.9072e-002 kg 43.086 mm 203.43 mm 203.44 mm 0.82608 kg·mm² 72.789 kg·mm² 72.788 kg·mm² 7010 3445
TABLE 5 Model (A4) > Geometry > Parts
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Object Name State
Part 11
Visible Transparency Suppressed Stiffness Behavior Coordinate System Reference Temperature
Volume Mass Centroid X Centroid Y Centroid Z
Part 15
Material Structural Steel Yes Yes 62. mm 46. mm 62. mm 1.014e+005 mm³ 0.79601 kg 45.98 mm 174.82 mm 135.1 mm
Moment of Inertia Ip1 312.65 kg·mm² Moment of Inertia Ip2 386.51 kg·mm² Moment of Inertia Ip3 315.01 kg·mm² Nodes Elements Mesh Metric
Part 13 Part 14 Meshed Graphics Properties Yes 1 Definition No Flexible Default Coordinate System By Environment
Assignment Nonlinear Effects Thermal Strain Effects Length X Length Y Length Z
Part 12
1770 949
Object Name State Visible Transparency Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects
Bounding Box 33.915 mm 150. mm 165. mm 90. mm 33.915 mm 150. mm Properties 1.266e+006 74488 mm³ mm³ 0.58473 kg 9.9378 kg 45.975 mm 45.974 mm 120.81 mm 112.12 mm
9. mm 14. mm
9. mm 9. mm
208.35 mm³
1.6356e-003 kg -6.0477 mm 74.564 mm 135.25 mm 41.643 3.5474e-002 25693 kg·mm² kg·mm² kg·mm² 1280.5 2.0079e-002 33494 kg·mm² kg·mm² kg·mm² 1280.4 3.6573e-002 25693 kg·mm² kg·mm² kg·mm² Statistics 12520 7470 1094 6255 4171 448 None
TABLE 6 Model (A4) > Geometry > Parts Part 16 Part 17 Part 18 Part 19 Meshed Graphics Properties Yes 1 Definition No Flexible Default Coordinate System By Environment Material Structural Steel Yes
381.64 mm³ 2.9959e-003 kg -6.0263 mm 65.712 mm 2.3598e-002 kg·mm² 2.3666e-002 kg·mm² 2.3672e-002 kg·mm² 434 211
Part 20
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Thermal Strain Effects Length X Length Y Length Z Volume Mass Centroid X Centroid Y Centroid Z Moment of Inertia Ip1 Moment of Inertia Ip2 Moment of Inertia Ip3 Nodes Elements Mesh Metric
Yes Bounding Box 25. mm 150. mm 44. mm 34. mm 25. mm 150. mm Properties 11568 mm³ 5.259e+005 mm³ 9.0807e-002 kg 4.1283 kg 103.98 mm -12.023 mm 45.974 mm 42.365 mm 52.435 mm 193.26 mm 77.259 mm 193.26 mm 135.23 mm 17.383 kg·mm² 7264.4 kg·mm² 4.8219 kg·mm² 14019 kg·mm² 17.462 kg·mm² 7269.5 kg·mm² Statistics 8856 3580 4713 1867 None
Coordinate Systems TABLE 7 Model (A4) > Coordinate Systems > Coordinate System Object Name Global Coordinate System State Fully Defined Definition Type Cartesian Coordinate System ID 0. Origin Origin X 0. mm Origin Y 0. mm Origin Z 0. mm Directional Vectors X Axis Data [ 1. 0. 0. ] Y Axis Data [ 0. 1. 0. ] Z Axis Data [ 0. 0. 1. ]
Connections TABLE 8 Model (A4) > Connections Object Name Connections State Fully Defined Auto Detection Generate Automatic Connection On Refresh Yes Transparency Enabled Yes TABLE 9 Model (A4) > Connections > Contacts Object Name Contacts State Fully Defined
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Definition Connection Type Contact Scope Scoping Method Geometry Selection Geometry All Bodies Auto Detection Tolerance Type Slider Tolerance Slider 0. Tolerance Value 0.94041 mm Use Range No Face/Face Yes Face/Edge No Edge/Edge No Priority Include All Group By Bodies Search Across Bodies
Object Name State Scoping Method Contact Target Contact Bodies Target Bodies Type Scope Mode Behavior Suppressed Formulation Detection Method Normal Stiffness Update Stiffness Pinball Region
TABLE 10 Model (A4) > Connections > Contacts > Contact Regions Contact Region Contact Region 2 Contact Region 3 Contact Region 4 Contact Region 5 Fully Defined Scope Geometry Selection 5 Faces 4 Faces Part 1 Part 2 Part 3 Part 4 Part 5 Part 13 Definition Bonded Automatic Program Controlled No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled TABLE 11 Model (A4) > Connections > Contacts > Contact Regions
Object Name Contact Region 6 Contact Region 7 Contact Region 8 Contact Region 9 State Scoping Method Contact Target Contact Bodies Target Bodies
Contact Region 10
Fully Defined Scope Geometry Selection
Part 6
5 Faces 4 Faces Part 7 Part 13
4 Faces
1 Face 2 Faces
Part 8
Part 9 Part 10
Part 10 Part 11
Definition Type Scope Mode
Bonded Automatic
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Behavior Suppressed Formulation Detection Method Normal Stiffness Update Stiffness Pinball Region
Object Name State Scoping Method Contact Target Contact Bodies Target Bodies Type Scope Mode Behavior Suppressed Formulation Detection Method Normal Stiffness Update Stiffness Pinball Region
Object Name State Scoping Method Contact Target Contact Bodies Target Bodies Type Scope Mode Behavior Suppressed Formulation Detection
Program Controlled No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled TABLE 12 Model (A4) > Connections > Contacts > Contact Regions Contact Region Contact Region Contact Region Contact Region Contact Region 11 12 13 14 15 Fully Defined Scope Geometry Selection 2 Faces 4 Faces 1 Face 12 Faces 1 Face 2 Faces 3 Faces 1 Face 2 Faces Part 10 Part 11 Part 12 Part 12 Part 13 Part 20 Definition Bonded Automatic Program Controlled No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled TABLE 13 Model (A4) > Connections > Contacts > Contact Regions Contact Region Contact Region Contact Region Contact Region Contact Region 16 17 18 19 20 Fully Defined Scope Geometry Selection 4 Faces 2 Faces 3 Faces 1 Face 2 Faces 2 Faces 5 Faces 2 Faces Part 13 Part 14 Part 15 Part 14 Part 15 Part 20 Part 15 Part 20 Definition Bonded Automatic Program Controlled No Advanced Program Controlled Program Controlled
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Method Normal Stiffness Update Stiffness Pinball Region
Object Name State Scoping Method Contact Target Contact Bodies Target Bodies Type Scope Mode Behavior Suppressed Formulation Detection Method Normal Stiffness Update Stiffness Pinball Region
Program Controlled Program Controlled Program Controlled TABLE 14 Model (A4) > Connections > Contacts > Contact Regions Contact Region 21 Contact Region 22 Contact Region 23 Contact Region 24 Fully Defined Scope Geometry Selection 4 Faces 3 Faces Part 16 Part 17 Part 18 Part 19 Part 20 Definition Bonded Automatic Program Controlled No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled
Mesh TABLE 15 Model (A4) > Mesh Object Name Mesh State Solved Defaults Physics Preference Mechanical Relevance 0 Sizing Use Advanced Siz e Function Off Relevance Center Coarse Element Siz e Default Initial Siz e Seed Active Assembly Smoothing Medium Transition Fast Span Angle Center Coarse Minimum Edge Length 0.1250 mm Inflation Use Automatic Inflation None Inflation Option Smooth Transition Transition Ratio 0.272 Maximum Layers 5 Grow th Rate 1.2 Inflation Algorithm Pre
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View
Advanced Options No Patch Conforming Options Triangle Surface Mesher Program Controlled Advanced Shape Checking Standard Mechanical Element Midside Nodes Program Controlled Straight Sided Elements No Number of Retries Default (4) Extra Retries For Assembly Yes Rigid Body Behavior Dimensionally Reduced Mesh Morphing Disabled Defeaturing Pinch Tolerance Please Define Generate Pinch on Refresh No Automatic Mesh Based Defeaturing On Defeaturing Tolerance Default Statistics Nodes 172273 Elements 92207 Mesh Metric None
Static Structural (A5) TABLE 16 Model (A4) > Analysis Object Name Static Structural (A5) State Solved Definition Physics Type Structural Analysis Type Static Structural Solver Target Mechanical APDL Options Environment Temperature 22. ° C Generate Input Only No
Object Name State Number Of Steps Current Step Number Step End Time Auto Time Stepping Solver Type Weak Springs Large Deflection Inertia Relief Generate Restart Points Retain Files After Full
TABLE 17 Model (A4) > Static Structural (A5) > Analysis Settings Analysis Settings Fully Defined Step Controls 1. 1. 1. s Program Controlled Solver Controls Program Controlled Program Controlled Off Off Restart Controls Program Controlled No
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Solve Force Convergence Moment Convergence Displacement Convergence Rotation Convergence Line Search Stabiliz ation Stress Strain Nodal Forces Contact Miscellaneous General Miscellaneous Calculate Results At Max Number of Result Sets Solver Files Directory Future Analysis Scratch Solver Files Directory Save MAPDL db Delete Unneeded Files Nonlinear Solution Solver Units Solver Unit System
Nonlinear Controls Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled Off Output Controls Yes Yes No No No All Time Points Program Controlled Analysis Data Management C:\Users\user\AppData\Local\Temp\WB_ USER-PC_ 8508_ 2 \unsaved_ project_ files\dp0\SYS\MECH\ None
No Yes No Active System nmm
TABLE 18 Model (A4) > Static Structural (A5) > Loads Object Name Force Force 2 Force 3 Force 4 Force 5 State Fully Defined Scope Scoping Method Geometry Selection Geometry 1 Face Definition Type Force Define By Vector Components Magnitude 10000 N (ramped) Direction Defined Suppressed No Coordinate System Global Coordinate System X Component 2000. N (ramped) Y Component 4000. N (ramped) Z Component 2000. N (ramped) FIGURE 1 Model (A4) > Static Structural (A5) > Force
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FIGURE 2 Model (A4) > Static Structural (A5) > Force 2
FIGURE 3 Model (A4) > Static Structural (A5) > Force 3
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FIGURE 4 Model (A4) > Static Structural (A5) > Force 4
FIGURE 5 Model (A4) > Static Structural (A5) > Force 5
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TABLE 19 Model (A4) > Static Structural (A5) > Loads Object Name Force 6 Force 7 Force 8 Force 9 Force 10 State Fully Defined Scope Scoping Method Geometry Selection Geometry 1 Face 2 Faces Definition Type Force Define By Components Vector Coordinate System Global Coordinate System X Component 2000. N (ramped) Y Component 4000. N (ramped) Z Component 2000. N (ramped) Suppressed No Magnitude 1200. N (ramped) Direction Defined FIGURE 6 Model (A4) > Static Structural (A5) > Force 6
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FIGURE 7 Model (A4) > Static Structural (A5) > Force 7
FIGURE 8 Model (A4) > Static Structural (A5) > Force 8
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FIGURE 9 Model (A4) > Static Structural (A5) > Force 9
FIGURE 10 Model (A4) > Static Structural (A5) > Force 10
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TABLE 20 Model (A4) > Static Structural (A5) > Loads Object Name Fixed Support State Fully Defined Scope Scoping Method Geometry Selection Geometry 1 Face Definition Type Fixed Support Suppressed No
Solution (A6) TABLE 21 Model (A4) > Static Structural (A5) > Solution Object Name Solution (A6) State Solved Adaptive Mesh Refinement Max Refinement Loops 1. Refinement Depth 2. Information Status Done TABLE 22 Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information Object Name Solution Information State Solved Solution Information
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Solution Output Solver Output New ton-Raphson Residuals 0 Update Interval 2.5 s Display Points All FE Connection Visibility Activate Visibility Yes Display All FE Connectors Draw Connections Attached To All Nodes Line Color Connection Type Visible on Results No Line Thickness Single Display Type Lines TABLE 23 Model (A4) > Static Structural (A5) > Solution (A6) > Results Object Name Total Deformation Equivalent Elastic Strain Equivalent Stress State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Total Deformation Equivalent Elastic Strain Equivalent (von-Mises) Stress By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Results Minimum 0. mm 1.7065e-010 mm/mm 1.1784e-005 MPa Maximum 8.5905 mm 1.1621e-002 mm/mm 2234.1 MPa Minimum Occurs On Part 12 Part 18 Maximum Occurs On Part 9 Part 10 Information Time 1. s Load Step 1 Substep 1 Iteration Number 1 Integration Point Results Display Option Averaged
Material Data Structural Steel TABLE 24 Structural Steel > Constants Density 7.85e-006 kg mm^ -3 Coefficient of Thermal Expansion 1.2e-005 C^ -1 Specific Heat 4.34e+005 mJ kg^ -1 C^ -1 Thermal Conductivity 6.05e-002 W mm^ -1 C^ -1 Resistivity 1.7e-004 ohm mm
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TABLE 25 Structural Steel > Compressive Ultimate Strength Compressive Ultimate Strength MPa 0 TABLE 26 Structural Steel > Compressive Yield Strength Compressive Yield Strength MPa 250 TABLE 27 Structural Steel > Tensile Yield Strength Tensile Yield Strength MPa 250 TABLE 28 Structural Steel > Tensile Ultimate Strength Tensile Ultimate Strength MPa 460 TABLE 29 Structural Steel > Isotropic Secant Coefficient of Thermal Expansion Reference Temperature C 22 TABLE 30 Structural Steel > Alternating Stress Mean Stress Alternating Stress MPa Cycles Mean Stress MPa 3999 10 0 2827 20 0 1896 50 0 1413 100 0 1069 200 0 441 2000 0 262 10000 0 214 20000 0 138 1.e+005 0 114 2.e+005 0 86.2 1.e+006 0
Strength Coefficient MPa 920
TABLE 31 Structural Steel > Strain-Life Parameters Strength Ductility Ductility Cyclic Strength Exponent Coefficient Exponent Coefficient MPa -0.106 0.213 -0.47 1000
Cyclic Strain Hardening Exponent 0.2
TABLE 32 Structural Steel > Isotropic Elasticity Temperature C Young' s Modulus MPa Poisson' s Ratio Bulk Modulus MPa Shear Modulus MPa 2.e+005 0.3 1.6667e+005 76923 TABLE 33 Structural Steel > Isotropic Relative Permeability Relative Permeability
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10000
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Project First Saved 28 June, 2017 Last Saved 28 June, 2017 Product Version 14.0 Release Save Project Before Solution No Save Project After Solution No
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Contents l
Units
l
Model (A4) ¡ Geometry n Parts ¡ Coordinate Systems ¡ Connections n Contacts n Contact Regions ¡ Mesh ¡ Static Structural (A5) n Analysis Settings n Loads n Solution (A6) n Solution Information n Results
l
Material Data ¡ Structural Steel
Units TABLE 1 Unit System Metric (mm, kg, N, s, mV, mA) Degrees rad/s Celsius Angle Degrees Rotational Velocity rad/s Temperature Celsius
Model (A4) Geometry
Object Name State Source Type Length Unit Element Control Display Style Length X Length Y Length Z
TABLE 2 Model (A4) > Geometry Geometry Fully Defined Definition C:\Users\user\Desktop\Assembly of Square tool post in IGS format\Assembly of Square tool post in IGS format\ASSEMBLY WITH ANIMN.IGS Iges Meters Program Controlled Body Color Bounding Box 164. mm 238.67 mm 240.08 mm Properties
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Volume Mass Scale Factor Value Bodies Active Bodies Nodes Elements Mesh Metric Solid Bodies Surface Bodies Line Bodies Parameters Parameter Key Attributes Named Selections Material Properties Use Associativity Coordinate Systems Reader Mode Saves Updated File Use Instances Smart CAD Update Attach File Via Temp File Temporary Directory Analysis Type Mixed Import Resolution Decompose Disjoint Faces Enclosure and Symmetry Processing
Object Name State Visible Transparency Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects
2.2008e+006 mm³ 17.276 kg 1. Statistics 20 20 172273 92207 None Basic Geometry Options Yes Yes No Yes DS No No No Advanced Geometry Options Yes No No Yes No Yes C:\Users\user\AppData\Local\Temp 3-D None Yes Yes TABLE 3 Model (A4) > Geometry > Parts Part 1 Part 2 Part 3 Part 4 Meshed Graphics Properties Yes 1 Definition No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes Bounding Box
Part 5
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Length X Length Y Length Z
44. mm 75. mm 44. mm Properties
Volume 18087 mm³ Mass 0.14199 kg Centroid X 105.97 mm 45.974 mm -14.026 mm 45.974 mm 105.97 mm Centroid Y 160.76 mm Centroid Z 195.25 mm 75.254 mm Moment of Inertia Ip1 68.277 kg·mm² Moment of Inertia Ip2 7.2135 kg·mm² Moment of Inertia Ip3 68.276 kg·mm² Statistics Nodes 12773 Elements 6947 Mesh Metric None
Object Name State Visible Transparency Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects Thermal Strain Effects Length X Length Y Length Z Volume Mass Centroid X Centroid Y Centroid Z Moment of Inertia Ip1 Moment of Inertia Ip2 Moment of Inertia Ip3 Nodes Elements Mesh Metric
TABLE 4 Model (A4) > Geometry > Parts Part 6 Part 7 Part 8 Part 9 Meshed Graphics Properties Yes 1 Definition No Flexible Default Coordinate System By Environment Material Structural Steel Yes Yes Bounding Box 44. mm 55.171 mm 75. mm 62.263 mm 44. mm 52.776 mm Properties 18087 mm³ 32648 mm³ 0.14199 kg 0.25629 kg -14.026 mm 105.97 mm -14.026 mm 40.422 mm 160.76 mm 222.8 mm 135.25 mm 195.25 mm 266.33 mm 68.277 kg·mm² 39.481 kg·mm² 7.2135 kg·mm² 40.963 kg·mm² 68.276 kg·mm² 39.608 kg·mm² Statistics 12773 787 6947 433 None
Part 10
18.424 mm 46.956 mm 114. mm 8799. mm³ 6.9072e-002 kg 43.086 mm 203.43 mm 203.44 mm 0.82608 kg·mm² 72.789 kg·mm² 72.788 kg·mm² 7010 3445
TABLE 5 Model (A4) > Geometry > Parts
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Object Name State
Part 11
Visible Transparency Suppressed Stiffness Behavior Coordinate System Reference Temperature
Volume Mass Centroid X Centroid Y Centroid Z
Part 15
Material Structural Steel Yes Yes 62. mm 46. mm 62. mm 1.014e+005 mm³ 0.79601 kg 45.98 mm 174.82 mm 135.1 mm
Moment of Inertia Ip1 312.65 kg·mm² Moment of Inertia Ip2 386.51 kg·mm² Moment of Inertia Ip3 315.01 kg·mm² Nodes Elements Mesh Metric
Part 13 Part 14 Meshed Graphics Properties Yes 1 Definition No Flexible Default Coordinate System By Environment
Assignment Nonlinear Effects Thermal Strain Effects Length X Length Y Length Z
Part 12
1770 949
Object Name State Visible Transparency Suppressed Stiffness Behavior Coordinate System Reference Temperature Assignment Nonlinear Effects
Bounding Box 33.915 mm 150. mm 165. mm 90. mm 33.915 mm 150. mm Properties 1.266e+006 74488 mm³ mm³ 0.58473 kg 9.9378 kg 45.975 mm 45.974 mm 120.81 mm 112.12 mm
9. mm 14. mm
9. mm 9. mm
208.35 mm³
1.6356e-003 kg -6.0477 mm 74.564 mm 135.25 mm 41.643 3.5474e-002 25693 kg·mm² kg·mm² kg·mm² 1280.5 2.0079e-002 33494 kg·mm² kg·mm² kg·mm² 1280.4 3.6573e-002 25693 kg·mm² kg·mm² kg·mm² Statistics 12520 7470 1094 6255 4171 448 None
TABLE 6 Model (A4) > Geometry > Parts Part 16 Part 17 Part 18 Part 19 Meshed Graphics Properties Yes 1 Definition No Flexible Default Coordinate System By Environment Material Structural Steel Yes
381.64 mm³ 2.9959e-003 kg -6.0263 mm 65.712 mm 2.3598e-002 kg·mm² 2.3666e-002 kg·mm² 2.3672e-002 kg·mm² 434 211
Part 20
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Thermal Strain Effects Length X Length Y Length Z Volume Mass Centroid X Centroid Y Centroid Z Moment of Inertia Ip1 Moment of Inertia Ip2 Moment of Inertia Ip3 Nodes Elements Mesh Metric
Yes Bounding Box 25. mm 150. mm 44. mm 34. mm 25. mm 150. mm Properties 11568 mm³ 5.259e+005 mm³ 9.0807e-002 kg 4.1283 kg 103.98 mm -12.023 mm 45.974 mm 42.365 mm 52.435 mm 193.26 mm 77.259 mm 193.26 mm 135.23 mm 17.383 kg·mm² 7264.4 kg·mm² 4.8219 kg·mm² 14019 kg·mm² 17.462 kg·mm² 7269.5 kg·mm² Statistics 8856 3580 4713 1867 None
Coordinate Systems TABLE 7 Model (A4) > Coordinate Systems > Coordinate System Object Name Global Coordinate System State Fully Defined Definition Type Cartesian Coordinate System ID 0. Origin Origin X 0. mm Origin Y 0. mm Origin Z 0. mm Directional Vectors X Axis Data [ 1. 0. 0. ] Y Axis Data [ 0. 1. 0. ] Z Axis Data [ 0. 0. 1. ]
Connections TABLE 8 Model (A4) > Connections Object Name Connections State Fully Defined Auto Detection Generate Automatic Connection On Refresh Yes Transparency Enabled Yes TABLE 9 Model (A4) > Connections > Contacts Object Name Contacts State Fully Defined
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Definition Connection Type Contact Scope Scoping Method Geometry Selection Geometry All Bodies Auto Detection Tolerance Type Slider Tolerance Slider 0. Tolerance Value 0.94041 mm Use Range No Face/Face Yes Face/Edge No Edge/Edge No Priority Include All Group By Bodies Search Across Bodies
Object Name State Scoping Method Contact Target Contact Bodies Target Bodies Type Scope Mode Behavior Suppressed Formulation Detection Method Normal Stiffness Update Stiffness Pinball Region
TABLE 10 Model (A4) > Connections > Contacts > Contact Regions Contact Region Contact Region 2 Contact Region 3 Contact Region 4 Contact Region 5 Fully Defined Scope Geometry Selection 5 Faces 4 Faces Part 1 Part 2 Part 3 Part 4 Part 5 Part 13 Definition Bonded Automatic Program Controlled No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled TABLE 11 Model (A4) > Connections > Contacts > Contact Regions
Object Name Contact Region 6 Contact Region 7 Contact Region 8 Contact Region 9 State Scoping Method Contact Target Contact Bodies Target Bodies
Contact Region 10
Fully Defined Scope Geometry Selection
Part 6
5 Faces 4 Faces Part 7 Part 13
4 Faces
1 Face 2 Faces
Part 8
Part 9 Part 10
Part 10 Part 11
Definition Type Scope Mode
Bonded Automatic
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Behavior Suppressed Formulation Detection Method Normal Stiffness Update Stiffness Pinball Region
Object Name State Scoping Method Contact Target Contact Bodies Target Bodies Type Scope Mode Behavior Suppressed Formulation Detection Method Normal Stiffness Update Stiffness Pinball Region
Object Name State Scoping Method Contact Target Contact Bodies Target Bodies Type Scope Mode Behavior Suppressed Formulation Detection
Program Controlled No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled TABLE 12 Model (A4) > Connections > Contacts > Contact Regions Contact Region Contact Region Contact Region Contact Region Contact Region 11 12 13 14 15 Fully Defined Scope Geometry Selection 2 Faces 4 Faces 1 Face 12 Faces 1 Face 2 Faces 3 Faces 1 Face 2 Faces Part 10 Part 11 Part 12 Part 12 Part 13 Part 20 Definition Bonded Automatic Program Controlled No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled TABLE 13 Model (A4) > Connections > Contacts > Contact Regions Contact Region Contact Region Contact Region Contact Region Contact Region 16 17 18 19 20 Fully Defined Scope Geometry Selection 4 Faces 2 Faces 3 Faces 1 Face 2 Faces 2 Faces 5 Faces 2 Faces Part 13 Part 14 Part 15 Part 14 Part 15 Part 20 Part 15 Part 20 Definition Bonded Automatic Program Controlled No Advanced Program Controlled Program Controlled
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Method Normal Stiffness Update Stiffness Pinball Region
Object Name State Scoping Method Contact Target Contact Bodies Target Bodies Type Scope Mode Behavior Suppressed Formulation Detection Method Normal Stiffness Update Stiffness Pinball Region
Program Controlled Program Controlled Program Controlled TABLE 14 Model (A4) > Connections > Contacts > Contact Regions Contact Region 21 Contact Region 22 Contact Region 23 Contact Region 24 Fully Defined Scope Geometry Selection 4 Faces 3 Faces Part 16 Part 17 Part 18 Part 19 Part 20 Definition Bonded Automatic Program Controlled No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled
Mesh TABLE 15 Model (A4) > Mesh Object Name Mesh State Solved Defaults Physics Preference Mechanical Relevance 0 Sizing Use Advanced Siz e Function Off Relevance Center Coarse Element Siz e Default Initial Siz e Seed Active Assembly Smoothing Medium Transition Fast Span Angle Center Coarse Minimum Edge Length 0.1250 mm Inflation Use Automatic Inflation None Inflation Option Smooth Transition Transition Ratio 0.272 Maximum Layers 5 Grow th Rate 1.2 Inflation Algorithm Pre
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View
Advanced Options No Patch Conforming Options Triangle Surface Mesher Program Controlled Advanced Shape Checking Standard Mechanical Element Midside Nodes Program Controlled Straight Sided Elements No Number of Retries Default (4) Extra Retries For Assembly Yes Rigid Body Behavior Dimensionally Reduced Mesh Morphing Disabled Defeaturing Pinch Tolerance Please Define Generate Pinch on Refresh No Automatic Mesh Based Defeaturing On Defeaturing Tolerance Default Statistics Nodes 172273 Elements 92207 Mesh Metric None
Static Structural (A5) TABLE 16 Model (A4) > Analysis Object Name Static Structural (A5) State Solved Definition Physics Type Structural Analysis Type Static Structural Solver Target Mechanical APDL Options Environment Temperature 22. ° C Generate Input Only No
Object Name State Number Of Steps Current Step Number Step End Time Auto Time Stepping Solver Type Weak Springs Large Deflection Inertia Relief Generate Restart Points Retain Files After Full
TABLE 17 Model (A4) > Static Structural (A5) > Analysis Settings Analysis Settings Fully Defined Step Controls 1. 1. 1. s Program Controlled Solver Controls Program Controlled Program Controlled Off Off Restart Controls Program Controlled No
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Solve Force Convergence Moment Convergence Displacement Convergence Rotation Convergence Line Search Stabiliz ation Stress Strain Nodal Forces Contact Miscellaneous General Miscellaneous Calculate Results At Max Number of Result Sets Solver Files Directory Future Analysis Scratch Solver Files Directory Save MAPDL db Delete Unneeded Files Nonlinear Solution Solver Units Solver Unit System
Nonlinear Controls Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled Off Output Controls Yes Yes No No No All Time Points Program Controlled Analysis Data Management C:\Users\user\AppData\Local\Temp\WB_ USER-PC_ 8508_ 2 \unsaved_ project_ files\dp0\SYS\MECH\ None
No Yes No Active System nmm
TABLE 18 Model (A4) > Static Structural (A5) > Loads Object Name Force Force 2 Force 3 Force 4 Force 5 State Fully Defined Scope Scoping Method Geometry Selection Geometry 1 Face Definition Type Force Define By Vector Components Magnitude 10000 N (ramped) Direction Defined Suppressed No Coordinate System Global Coordinate System X Component 2000. N (ramped) Y Component 4000. N (ramped) Z Component 2000. N (ramped) FIGURE 1 Model (A4) > Static Structural (A5) > Force
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FIGURE 2 Model (A4) > Static Structural (A5) > Force 2
FIGURE 3 Model (A4) > Static Structural (A5) > Force 3
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FIGURE 4 Model (A4) > Static Structural (A5) > Force 4
FIGURE 5 Model (A4) > Static Structural (A5) > Force 5
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TABLE 19 Model (A4) > Static Structural (A5) > Loads Object Name Force 6 Force 7 Force 8 Force 9 Force 10 State Fully Defined Scope Scoping Method Geometry Selection Geometry 1 Face 2 Faces Definition Type Force Define By Components Vector Coordinate System Global Coordinate System X Component 2000. N (ramped) Y Component 4000. N (ramped) Z Component 2000. N (ramped) Suppressed No Magnitude 1200. N (ramped) Direction Defined FIGURE 6 Model (A4) > Static Structural (A5) > Force 6
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FIGURE 7 Model (A4) > Static Structural (A5) > Force 7
FIGURE 8 Model (A4) > Static Structural (A5) > Force 8
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FIGURE 9 Model (A4) > Static Structural (A5) > Force 9
FIGURE 10 Model (A4) > Static Structural (A5) > Force 10
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TABLE 20 Model (A4) > Static Structural (A5) > Loads Object Name Fixed Support State Fully Defined Scope Scoping Method Geometry Selection Geometry 1 Face Definition Type Fixed Support Suppressed No
Solution (A6) TABLE 21 Model (A4) > Static Structural (A5) > Solution Object Name Solution (A6) State Solved Adaptive Mesh Refinement Max Refinement Loops 1. Refinement Depth 2. Information Status Done TABLE 22 Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information Object Name Solution Information State Solved Solution Information
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Solution Output Solver Output New ton-Raphson Residuals 0 Update Interval 2.5 s Display Points All FE Connection Visibility Activate Visibility Yes Display All FE Connectors Draw Connections Attached To All Nodes Line Color Connection Type Visible on Results No Line Thickness Single Display Type Lines TABLE 23 Model (A4) > Static Structural (A5) > Solution (A6) > Results Object Name Total Deformation Equivalent Elastic Strain Equivalent Stress State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Total Deformation Equivalent Elastic Strain Equivalent (von-Mises) Stress By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Results Minimum 0. mm 1.7065e-010 mm/mm 1.1784e-005 MPa Maximum 8.5905 mm 1.1621e-002 mm/mm 2234.1 MPa Minimum Occurs On Part 12 Part 18 Maximum Occurs On Part 9 Part 10 Information Time 1. s Load Step 1 Substep 1 Iteration Number 1 Integration Point Results Display Option Averaged
Material Data Structural Steel TABLE 24 Structural Steel > Constants Density 7.85e-006 kg mm^ -3 Coefficient of Thermal Expansion 1.2e-005 C^ -1 Specific Heat 4.34e+005 mJ kg^ -1 C^ -1 Thermal Conductivity 6.05e-002 W mm^ -1 C^ -1 Resistivity 1.7e-004 ohm mm
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TABLE 25 Structural Steel > Compressive Ultimate Strength Compressive Ultimate Strength MPa 0 TABLE 26 Structural Steel > Compressive Yield Strength Compressive Yield Strength MPa 250 TABLE 27 Structural Steel > Tensile Yield Strength Tensile Yield Strength MPa 250 TABLE 28 Structural Steel > Tensile Ultimate Strength Tensile Ultimate Strength MPa 460 TABLE 29 Structural Steel > Isotropic Secant Coefficient of Thermal Expansion Reference Temperature C 22 TABLE 30 Structural Steel > Alternating Stress Mean Stress Alternating Stress MPa Cycles Mean Stress MPa 3999 10 0 2827 20 0 1896 50 0 1413 100 0 1069 200 0 441 2000 0 262 10000 0 214 20000 0 138 1.e+005 0 114 2.e+005 0 86.2 1.e+006 0
Strength Coefficient MPa 920
TABLE 31 Structural Steel > Strain-Life Parameters Strength Ductility Ductility Cyclic Strength Exponent Coefficient Exponent Coefficient MPa -0.106 0.213 -0.47 1000
Cyclic Strain Hardening Exponent 0.2
TABLE 32 Structural Steel > Isotropic Elasticity Temperature C Young' s Modulus MPa Poisson' s Ratio Bulk Modulus MPa Shear Modulus MPa 2.e+005 0.3 1.6667e+005 76923 TABLE 33 Structural Steel > Isotropic Relative Permeability Relative Permeability
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10000
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