ProjectFirst Saved Wednesday, March 26, 2014
Last Saved Wednesday, May 7, 2014
Product Version 14.5 Release
Save Project Before Solution No
Save Project After Solution No
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Contents
l Units
l Model (A4)
¡ Geometry
n daudan
n Parts
¡ Coordinate Systems
¡ Connections
n Body Interactions
n Body Interaction
¡ Mesh
¡ Explicit Dynamics (A5)
n Initial Conditions
n Initial Condition
n Analysis Settings
n Loads
n Solution (A6)
n Solution Information
n Results
l Material Data
¡ Structural Steel
Units
TABLE 1
Model (A4)
Unit System Metric (m, kg, N, s, V, A) Degrees rad/s Celsius
Angle Degrees
Rotational Velocity rad/s
Temperature Celsius
Geometry
TABLE 2Model (A4) > Geometry
Object Name Geometry
State Fully Defined
Definition
SourceC:\Users\TruongXuongCk\Desktop\my ansys\danban_files\dp0
\SYS\DM\SYS.agdb
Type DesignModeler
Length Unit Millimeters
Display Style Body Color
Bounding Box
Length X 3.5058e-002 m
Length Y 2.7287e-002 m
Length Z 2.0778e-002 m
Properties
Volume 9.6145e-006 m³
Mass 7.5474e-002 kg
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TABLE 3Model (A4) > Geometry > Body Groups
TABLE 4Model (A4) > Geometry > daudan > Parts
Scale Factor Value 1.
Statistics
Bodies 2
Active Bodies 2
Nodes 52759
Elements 48193
Mesh Metric None
Basic Geometry Options
Parameters Yes
Parameter Key DS
Attributes No
Named Selections No
Material Properties No
Advanced Geometry Options
Use Associativity Yes
Coordinate Systems No
Reader Mode Saves Updated File
No
Use Instances Yes
Smart CAD Update No
Attach File Via Temp File Yes
Temporary Directory C:\Users\TruongXuongCk\AppData\Roaming\Ansys\v145
Analysis Type 3-D
Decompose Disjoint Geometry Yes
Enclosure and SymmetryProcessing
Yes
Object Name daudan
State Meshed
Graphics Properties
Visible Yes
Definition
Suppressed No
Assignment Structural Steel
Coordinate System Default Coordinate System
Bounding Box
Length X 3.5058e-002 m
Length Y 2.7287e-002 m
Length Z 2.0778e-002 m
Properties
Volume 9.6145e-006 m³
Mass 7.5474e-002 kg
Centroid X 1.7446e-002 m
Centroid Y -1.358e-002 m
Centroid Z 4.9388e-003 m
Moment of Inertia Ip1 5.3996e-006 kg·m²
Moment of Inertia Ip2 8.4777e-006 kg·m²
Moment of Inertia Ip3 1.2513e-005 kg·m²
Statistics
Nodes 52759
Elements 48193
Mesh Metric None
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Object Name Revolve1 Boss-Extrude1
State Meshed
Graphics Properties
Visible Yes
Transparency 1
Definition
Suppressed No
Stiffness Behavior Flexible
Coordinate System Default Coordinate System
Reference Temperature By Environment
Reference Frame Lagrangian
Material
Assignment Structural Steel
Bounding Box
Length X 3.0687e-003 m 3.5058e-002 m
Length Y 3.0687e-003 m 2.7287e-002 m
Length Z 1.0778e-002 m 1.e-002 m
Properties
Volume 4.8461e-008 m³ 9.5661e-006 m³
Mass 3.8042e-004 kg 7.5094e-002 kg
Centroid X 1.1441e-003 m 1.7529e-002 m
Centroid Y -1.1441e-003 m -1.3643e-002 m
Centroid Z -7.1412e-003 m 5.e-003 m
Moment of Inertia Ip1 2.3939e-009 kg·m² 5.2851e-006 kg·m²
Moment of Inertia Ip2 2.2798e-009 kg·m² 8.3169e-006 kg·m²
Moment of Inertia Ip3 3.9311e-010 kg·m² 1.235e-005 kg·m²
Statistics
Nodes 73 52687
Elements 169 48024
Mesh Metric None
Coordinate Systems
TABLE 5Model (A4) > Coordinate Systems > Coordinate System
Object Name Global Coordinate System
State Fully Defined
Definition
Type Cartesian
Origin
Origin X 0. m
Origin Y 0. m
Origin Z 0. m
Directional Vectors
X Axis Data [ 1. 0. 0. ]
Y Axis Data [ 0. 1. 0. ]
Z Axis Data [ 0. 0. 1. ]
Connections
TABLE 6Model (A4) > Connections
Object Name Connections
State Fully Defined
Auto Detection
Generate Automatic Connection On Refresh Yes
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TABLE 7Model (A4) > Connections > Body Interactions
TABLE 8Model (A4) > Connections > Body Interactions > Body Interaction
Transparency
Enabled Yes
Object Name Body Interactions
State Fully Defined
Advanced
Contact Detection Trajectory
Formulation Penalty
Body Self Contact Program Controlled
Element Self Contact Program Controlled
Tolerance 0.2
Object Name Body Interaction
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 2 Bodies
Definition
Type Frictionless
Suppressed No
Mesh
TABLE 9Model (A4) > Mesh
Object Name Mesh
State Solved
Defaults
Physics Preference Explicit
Relevance 0
Sizing
Use Advanced Size Function Off
Relevance Center Medium
Element Size Default
Initial Size Seed Active Assembly
Smoothing High
Transition Slow
Span Angle Center Coarse
Minimum Edge Length 3.0473e-003 m
Inflation
Use Automatic Inflation None
Inflation Option Smooth Transition
Transition Ratio 0.272
Maximum Layers 5
Growth Rate 1.2
Inflation Algorithm Pre
View Advanced Options No
Patch Conforming Options
Triangle Surface Mesher Program Controlled
Advanced
Shape Checking Explicit
Element Midside Nodes Dropped
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Explicit Dynamics (A5)
TABLE 10Model (A4) > Analysis
TABLE 11Model (A4) > Explicit Dynamics (A5) > Initial Conditions
TABLE 12Model (A4) > Explicit Dynamics (A5) > Initial Conditions > Initial Condition
TABLE 13Model (A4) > Explicit Dynamics (A5) > Analysis Settings
Straight Sided Elements
Number of Retries Default (4)
Extra Retries For Assembly Yes
Rigid Body Behavior Full Mesh
Mesh Morphing Disabled
Defeaturing
Pinch Tolerance Please Define
Generate Pinch on Refresh No
Automatic Mesh Based Defeaturing On
Defeaturing Tolerance Default
Statistics
Nodes 52759
Elements 48193
Mesh Metric None
Object Name Explicit Dynamics (A5)
State Solved
Definition
Physics Type Structural
Analysis Type Explicit Dynamics
Solver Target AUTODYN
Options
Environment Temperature 22. °C
Generate Input Only No
Object Name Initial Conditions
State Fully Defined
Object Name Pre-Stress (None) Velocity
State Fully Defined
Definition
Pre-Stress Environment None
Input Type Velocity
Define By Components
Coordinate System Global Coordinate System
X Component 0. m/s
Y Component 0. m/s
Z Component 100. m/s
Suppressed No
Scope
Scoping Method Geometry Selection
Geometry 1 Body
Object Name Analysis Settings
State Fully Defined
Analysis Settings Preference
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Type Program Controlled
Step Controls
Resume From Cycle 0
Maximum Number of Cycles 1e+07
End Time 1.e-003 s
Maximum Energy Error 0.1
Reference Energy Cycle 0
Initial Time Step Program Controlled
Minimum Time Step Program Controlled
Maximum Time Step Program Controlled
Time Step Safety Factor 0.9
Characteristic Dimension Diagonals
Automatic Mass Scaling No
Solver Controls
Precision Double
Solve Units mm, mg, ms
Beam Solution Type Bending
Beam Time Step Safety Factor 0.5
Hex Integration Type Exact
Shell Sublayers 3
Shell Shear Correction Factor 0.8333
Shell BWC Warp Correction Yes
Shell Thickness Update Nodal
Tet Integration Average Nodal Pressure
Shell Inertia Update Recompute
Density Update Program Controlled
Minimum Velocity 1.e-006 m s^-1
Maximum Velocity 1.e+010 m s^-1
Radius Cutoff 1.e-003
Minimum Strain Rate Cutoff 1.e-010
Euler Domain Controls
Domain Size Definition Program Controlled
Display Euler Domain Yes
Scope All Bodies
X Scale factor 1.2
Y Scale factor 1.2
Z Scale factor 1.2
Domain Resolution Definition Total Cells
Total Cells 2.5e+05
Lower X Face Flow Out
Lower Y Face Flow Out
Lower Z Face Flow Out
Upper X Face Flow Out
Upper Y Face Flow Out
Upper Z Face Flow Out
Euler Tracking By Body
Damping Controls
Linear Artificial Viscosity 0.2
Quadratic Artificial Viscosity 1.
Linear Viscosity in Expansion No
Hourglass Damping AUTODYN Standard
Viscous Coefficient 0.1
Static Damping 0.
Erosion Controls
On Geometric Strain Limit Yes
Geometric Strain Limit 1.5
On Material Failure
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TABLE 14Model (A4) > Explicit Dynamics (A5) > Loads
FIGURE 1Model (A4) > Explicit Dynamics (A5) > Displacement
No
On Minimum Element Time Step
No
Retain Inertia of ErodedMaterial
Yes
Output Controls
Save Results on Equally Spaced Points
Number of points 20
Save Restart Files on Equally Spaced Points
Number of points 5
Save Result Tracker Data on Cycles
Cycles 1
Output Contact Forces Off
Analysis Data Management
Solver Files DirectoryC:\Users\TruongXuongCk\Desktop\my ansys\danban_files\dp0
\SYS\MECH\
Scratch Solver Files Directory
Object Name Fixed Support Displacement Displacement 2
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 2 Faces
Definition
Type Fixed Support Displacement
Suppressed No
Define By Components
Coordinate System Global Coordinate System
X Component Free 0. m (step applied)
Y Component 0. m (step applied) Free
Z Component Free
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FIGURE 2Model (A4) > Explicit Dynamics (A5) > Displacement 2
Solution (A6)
TABLE 15Model (A4) > Explicit Dynamics (A5) > Solution
Object Name Solution (A6)
State Solved
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TABLE 16Model (A4) > Explicit Dynamics (A5) > Solution (A6) > Solution Information
TABLE 17Model (A4) > Explicit Dynamics (A5) > Solution (A6) > Results
FIGURE 3Model (A4) > Explicit Dynamics (A5) > Solution (A6) > Equivalent Stress
Information
Status Done
Object Name Solution Information
State Solved
Solution Information
Solution Output Solver Output
Update Interval 2.5 s
Display Points All
Display Filter During Solve Yes
Object Name Equivalent Stress Total Deformation
State Solved
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Type Equivalent (von-Mises) Stress Total Deformation
By Time
Display Time Last
Calculate Time History Yes
Identifier
Suppressed No
Integration Point Results
Display Option Averaged
Results
Minimum 0. Pa 0. m
Maximum 3.1672e+008 Pa 5.6472e-002 m
Minimum Occurs On Boss-Extrude1
Maximum Occurs On Revolve1
Minimum Value Over Time
Minimum 0. Pa 0. m
Maximum 0. Pa 0. m
Maximum Value Over Time
Minimum 0. Pa 0. m
Maximum 4.33e+008 Pa 5.6472e-002 m
Information
Time 1.e-003 s
Set 21
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TABLE 18Model (A4) > Explicit Dynamics (A5) > Solution (A6) > Equivalent Stress
FIGURE 4Model (A4) > Explicit Dynamics (A5) > Solution (A6) > Total Deformation
Time [s] Minimum [Pa] Maximum [Pa]
1.1755e-038
0.
0.
5.0017e-005 3.7045e+008
1.0002e-004 4.1943e+008
1.5003e-004 4.33e+008
2.0004e-004 3.2363e+008
2.5001e-004 2.4763e+008
3.0002e-004 3.3967e+008
3.5003e-004 3.2463e+008
4.e-004 2.9385e+008
4.5002e-004 3.0628e+008
5.0003e-004 3.7585e+008
5.5e-004 3.3479e+008
6.0001e-004 3.4982e+008
6.5002e-004 3.9325e+008
7.0002e-004 3.486e+008
7.5003e-004 3.5791e+008
8.0003e-004 3.7596e+008
8.5e-004 3.4108e+008
9.e-004 3.556e+008
9.5e-004 3.5173e+008
1.e-003 3.1672e+008
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TABLE 19Model (A4) > Explicit Dynamics (A5) > Solution (A6) > Total Deformation
Material Data
Time [s] Minimum [m] Maximum [m]
1.1755e-038
0.
0.
5.0017e-005 8.3818e-005
1.0002e-004 3.0536e-003
1.5003e-004 6.025e-003
2.0004e-004 8.9883e-003
2.5001e-004 1.1954e-002
3.0002e-004 1.4928e-002
3.5003e-004 1.7891e-002
4.e-004 2.0856e-002
4.5002e-004 2.3827e-002
5.0003e-004 2.6794e-002
5.5e-004 2.976e-002
6.0001e-004 3.2729e-002
6.5002e-004 3.5697e-002
7.0002e-004 3.8665e-002
7.5003e-004 4.1633e-002
8.0003e-004 4.4602e-002
8.5e-004 4.7568e-002
9.e-004 5.0535e-002
9.5e-004 5.3503e-002
1.e-003 5.6472e-002
Structural Steel
TABLE 20Structural Steel > Constants
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TABLE 21Structural Steel > Compressive Ultimate Strength
TABLE 22Structural Steel > Compressive Yield Strength
TABLE 23Structural Steel > Tensile Yield Strength
TABLE 24Structural Steel > Tensile Ultimate Strength
TABLE 25Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
TABLE 26Structural Steel > Alternating Stress Mean Stress
TABLE 27Structural Steel > Strain-Life Parameters
TABLE 28Structural Steel > Isotropic Elasticity
Density 7850 kg m^-3
Coefficient of Thermal Expansion 1.2e-005 C^-1
Specific Heat 434 J kg^-1 C^-1
Thermal Conductivity 60.5 W m^-1 C^-1
Resistivity 1.7e-007 ohm m
Compressive Ultimate Strength Pa
0
Compressive Yield Strength Pa
2.5e+008
Tensile Yield Strength Pa
2.5e+008
Tensile Ultimate Strength Pa
4.6e+008
Reference Temperature C
22
Alternating Stress Pa Cycles Mean Stress Pa
3.999e+009 10 0
2.827e+009 20 0
1.896e+009 50 0
1.413e+009 100 0
1.069e+009 200 0
4.41e+008 2000 0
2.62e+008 10000 0
2.14e+008 20000 0
1.38e+008 1.e+005 0
1.14e+008 2.e+005 0
8.62e+007 1.e+006 0
Strength Coefficient Pa
Strength Exponent
DuctilityCoefficient
Ductility Exponent
Cyclic Strength Coefficient Pa
Cyclic Strain Hardening Exponent
9.2e+008 -0.106 0.213 -0.47 1.e+009 0.2
Temperature C Young's Modulus Pa Poisson's Ratio Bulk Modulus Pa Shear Modulus Pa
2.e+011 0.3 1.6667e+011 7.6923e+010
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TABLE 29Structural Steel > Isotropic Relative Permeability
Relative Permeability
10000
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