Project* Page 1 of 71

Project*
First Saved Tuesday, July 8, 2025
Last Saved Sunday, July 13, 2025
Product Version 2024 R1
Save Project Before Solution No
Save Project After Solution No

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Contents
l Units

l Model (C4)
¡ Geometry Imports
n Geometry Import (C3)
¡ Geometry
n Parts
¡ Materials
¡ Coordinate Systems
¡ Connections
n Body Interactions
n Body Interaction
¡ Mesh
¡ Explicit Dynamics (C5)
n Initial Conditions
n Initial Condition
n Analysis Settings
n Loads
n Solution (C6)
n Solution Information
n Result Charts
n Results
n Probes
n Folder
n Results

l Material Data
¡ Ultrahigh Molecular Weight Polyethylene
¡ Stainless Steel

Units
TABLE 1
Unit System Metric (m, kg, N, s, V, A) Degrees rad/s Celsius
Angle Degrees
Rotational Velocity rad/s
Temperature Celsius

Model (C4)
TABLE 2
Model (C4) > Geometry Imports
Object Name Geometry Imports
State Solved

TABLE 3
Model (C4) > Geometry Imports > Geometry Import (C3)
Object Name Geometry Import (C3)
State Solved
Definition
Source C:\Users\DME\Downloads\try_files-20250714T020217Z-1-001\try_files\dp0\SYS-2\DM\SYS-2.scdoc
Type SpaceClaim
Basic Geometry Options
Parameters Independent
Parameter Key
Advanced Geometry Options
Compare Parts On Update No
Analysis Type 3-D

Geometry
TABLE 4
Model (C4) > Geometry
Object Name Geometry
State Fully Defined
Definition
Source C:\Users\DME\Downloads\try_files-20250714T020217Z-1-001\try_files\dp0\SYS-2\DM\SYS-2.scdoc
Type SpaceClaim
Length Unit Meters
Display Style Body Color
Bounding Box
Length X 10.116 m
Length Y 1.1507 m
Length Z 1.8698 m
Properties
Volume 4.0014e-002 m³
Mass 169.81 kg
Surface Area(approx.) 40.014 m²
Scale Factor Value 1.
2D Tolerance Default (1.e-005)
Statistics
Bodies 2
Active Bodies 2

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Nodes 17255
Elements 17119
Mesh Metric None
Update Options
Assign Default Material No
Basic Geometry Options
Solid Bodies Yes
Surface Bodies Yes
Line Bodies Yes
Parameters Independent
Parameter Key
Attributes Yes
Attribute Key
Named Selections Yes
Named Selection Key
Material Properties Yes
Advanced Geometry Options
Use Associativity Yes
Coordinate Systems Yes
Coordinate System Key
Reader Mode Saves Updated File No
Use Instances Yes
Smart CAD Update Yes
Compare Parts On Update No
Analysis Type 3-D
Mixed Import Resolution None
Import Facet Quality Source
Clean Bodies On Import No
Stitch Surfaces On Import None
Decompose Disjoint Geometry Yes
Enclosure and Symmetry Processing Yes

TABLE 5
Model (C4) > Geometry > Parts
Object Name round flat
State Meshed
Graphics Properties
Visible Yes
Transparency 1
Definition
Suppressed No
Stiffness Behavior Flexible
Coordinate System Default Coordinate System
Reference Temperature By Environment
Thickness 1.e-003 m
Thickness Mode Manual
Offset Type Middle
Material
Assignment Ultrahigh Molecular Weight Polyethylene Stainless Steel
Bounding Box
Length X 4.6748 m 4.7023 m
Length Y 1.1501 m 1.15 m
Length Z 1.8698 m 1.7253 m
Properties
Volume 2.0572e-002 m³ 1.9442e-002 m³
Mass 19.132 kg 150.68 kg
Centroid X 4.1984 m -1.3071 m
Centroid Y -0.18431 m -0.16397 m
Centroid Z 0.4264 m 0.42301 m
Moment of Inertia Ip1 9.3004 kg·m² 67.741 kg·m²
Moment of Inertia Ip2 40.142 kg·m² 312.29 kg·m²
Moment of Inertia Ip3 36.497 kg·m² 289.3 kg·m²
Surface Area(approx.) 20.572 m² 19.442 m²
Statistics
Nodes 8835 8420
Elements 8763 8356
Mesh Metric None
CAD Attributes
PartTolerance: 0.00000001
Color:175.143.175
SCRootPartComponent
Color:130.130.130

TABLE 6
Model (C4) > Materials
Object Name Materials
State Fully Defined
Statistics
Materials 7
Material Assignments 0

Coordinate Systems
TABLE 7
Model (C4) > Coordinate Systems > Coordinate System
Object Name Global Coordinate System
State Fully Defined
Definition

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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. ]
Transfer Properties
Source
Read Only No

Connections
TABLE 8
Model (C4) > Connections
Object Name Connections
State Fully Defined
Auto Detection
Generate Automatic Connection On Refresh Yes
Transparency
Enabled Yes
Statistics
Contacts 0
Active Contacts 0
Joints 0
Active Joints 0
Beams 0
Active Beams 0
Bearings 0
Active Bearings 0
Springs 0
Active Springs 0
Body Interactions 1
Active Body Interactions 1

TABLE 9
Model (C4) > Connections > Body Interactions
Object Name Body Interactions
State Fully Defined
Advanced
Contact Detection Trajectory
Formulation Penalty
Sliding Contact Discrete Surface
Shell Thickness Factor 0.
Nodal Shell Thickness
Body Self Contact Program Controlled
Element Self Contact Program Controlled
Tolerance 0.2

TABLE 10
Model (C4) > Connections > Body Interactions > Body Interaction
Object Name Body Interaction
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Type Frictionless
Suppressed No

Mesh
TABLE 11
Model (C4) > Mesh
Object Name Mesh
State Solved
Display
Display Style Use Geometry Setting
Defaults
Physics Preference Explicit
Element Order Linear
Element Size 5.e-002 m
Sizing
Use Adaptive Sizing No
Growth Rate Default (1.5)
Mesh Defeaturing Yes
Defeature Size Default (5.e-003 m)
Capture Curvature Yes
Curvature Min Size Default (2.5e-002 m)
Curvature Normal Angle Default (72.0°)
Capture Proximity No
Enable Washers No
Bounding Box Diagonal 10.351 m
Average Surface Area 0.42548 m²
Minimum Edge Length 2.8259e-004 m
Quality

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Check Mesh Quality Mesh Quality Worksheet

Target Element Quality Default (0.2)
Target Characteristic Length (LS-DYNA) Default (5.e-003 m)
Target Aspect Ratio (Explicit) Default (5.0)
Smoothing High
Mesh Metric None
Inflation
Use Automatic Inflation None
Inflation Option Smooth Transition
Transition Ratio 0.272
Maximum Layers 2
Growth Rate 1.2
Inflation Algorithm Pre
Inflation Element Type Wedges
View Advanced Options No
Batch Connections
Mesh Based Connection No
Advanced
Number of CPUs for Parallel Part Meshing Program Controlled
Straight Sided Elements
Rigid Body Behavior Full Mesh
Triangle Surface Mesher Program Controlled
Topology Checking Yes
Use Sheet Thickness for Pinch No
Pinch Tolerance Default (2.25e-002 m)
Generate Pinch on Refresh No
Sheet Loop Removal No
Statistics
Nodes 17255
Elements 17119
Show Detailed Statistics No

Explicit Dynamics (C5)

TABLE 12
Model (C4) > Analysis
Object Name Explicit Dynamics (C5)
State Solved
Definition
Physics Type Structural
Analysis Type Explicit Dynamics
Solver Target AUTODYN
Options
Environment Temperature 22. °C
Generate Input Only No

TABLE 13
Model (C4) > Explicit Dynamics (C5) > Initial Conditions
Object Name Initial Conditions
State Fully Defined

TABLE 14
Model (C4) > Explicit Dynamics (C5) > Initial Conditions > Initial Condition
Object Name Pre-Stress (None) velocity flat Velocity round
State Fully Defined
Definition
Pre-Stress Environment None Available
Input Type Velocity
Define By Components
Coordinate System Global Coordinate System
X Component 33.33 m/s -33.33 m/s
Y Component 0. m/s
Z Component 0. m/s
Suppressed No
Scope
Scoping Method Geometry Selection
Geometry 1 Body

TABLE 15
Model (C4) > Explicit Dynamics (C5) > Analysis Settings
Object Name Analysis Settings
State Fully Defined
Analysis Settings Preference
Type Program Controlled
Step Controls
Number Of Steps 1
Current Step Number 1
Load Step Type Explicit Time Integration
End Time 0.2
Resume From Cycle 0
Maximum Number of Cycles 1e+07
Maximum Energy Error 10.
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

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Automatic Mass Scaling No

Solver Controls
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 Timestep for SPH 1.e-010 s
Minimum Density Factor for SPH 0.2
Maximum Density Factor for SPH 3.
Density Cutoff Option For SPH Limit Density
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
Detonation Point Burn Type Program Controlled
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
Artificial Viscosity For Shells Yes
Linear Artificial Viscosity for SPH 1.
Quadratic Artificial Viscosity for SPH 1.
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 No
On Minimum Element Time Step No
Retain Inertia of Eroded Material Yes
Output Controls
Step-aware Output Controls No
Save Results on Equally Spaced Points
Result Number Of Points 20
Save Restart Files on Equally Spaced Points
Restart Number Of Points 5
Save Result Tracker Data on Cycles
Tracker Cycles 1
Output Contact Forces Off
Analysis Data Management
Solver Files Directory C:\Users\DME\Downloads\try_files-20250714T020217Z-1-001\try_files\dp0\SYS-2\MECH\
Scratch Solver Files Directory

TABLE 16
Model (C4) > Explicit Dynamics (C5) > Loads
Object Name Displacement Displacement 2
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 17 Edges 20 Edges
Definition
Type Displacement
Define By Components
Coordinate System Global Coordinate System
X Component Free
Y Component 0. m (ramped)
Z Component 0. m (ramped)
Suppressed No

FIGURE 1
Model (C4) > Explicit Dynamics (C5) > Displacement

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FIGURE 2
Model (C4) > Explicit Dynamics (C5) > Displacement 2

Solution (C6)
TABLE 17
Model (C4) > Explicit Dynamics (C5) > Solution
Object Name Solution (C6)
State Solved
Information
Status Done

TABLE 18
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information
Object Name Solution Information
State Solved
Solution Information
Solution Output Energy Summary
Update Interval 2.5 s
Display Points All
Display Filter During Solve Yes

FIGURE 3
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information

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TABLE 19
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information > Result Charts
Object Name Kinetic Energy_Flat Kinetic Energy (round) Momentum_Flat Momentum (round) Internal Energy_Flat Internal Energy_Round
State Solved
Scope
Geometry 1 Body
Definition
Type Kinetic Energy Momentum Internal Energy
Suppressed No
Orientation X Axis
Location Method Geometry Selection
Results
Minimum 36954 J 1851. J 3327.3 N·s -636.65 N·s 0. J
Maximum 83607 J 31802 J 5016.9 N·s 1053. N·s 3857.3 J 27476 J
Filter
Type None

FIGURE 4
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information > Kinetic Energy_Flat

FIGURE 5
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information > Kinetic Energy (round)

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FIGURE 6
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information > Momentum_Flat

FIGURE 7
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information > Momentum (round)

FIGURE 8
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information > Internal Energy_Flat

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FIGURE 9
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information > Internal Energy_Round

FIGURE 10
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Solution Information > Figure

TABLE 20
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Results
Total Total Directional Directional Directional Directional
Object Directional Directional Equivalent Equivalent
Deformation Deformation Deformation_Flat Deformation_Flat Deformation_Round Deformation_Round
Name Deformation_Flat Deformation_Round Stress_Flat Stress_Round
_Flat _Round 2 3 2 3
State Solved

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Scope
Scoping
Geometry Selection
Method
Geometry 1 Body
Position Top/Bottom
Definition
Equivalent (von-Mises)
Type Total Deformation Directional Deformation
Stress
By Time
Display
Last
Time
Separate
Data by No
Entity
Calculate
Time Yes
History
Identifier
Suppressed No
Orientation X Axis Y Axis Z Axis X Axis Y Axis Z Axis

Coordinate
Global Coordinate System
System
Results
4.4218e+006 4.9236e+006
Minimum 4.6625 m 8.9734 m 4.6625 m -1.1964e-002 m -1.9311e-002 m 8.9734 m -0.16063 m -9.2464e-002 m
Pa Pa
5.8224e+008 1.1905e+009
Maximum 4.6876 m 9.3652 m 4.6876 m 1.807e-002 m 7.424e-003 m 9.3638 m 0.14115 m 7.1778e-002 m
Pa Pa
7.0389e+007 1.1091e+008
Average 4.6763 m 9.0137 m 4.6763 m 5.41e-004 m -6.9487e-004 m 9.0136 m 6.7866e-004 m 5.8378e-004 m
Pa Pa
Minimum
flat round flat round flat round
Occurs On
Maximum
flat round flat round flat round
Occurs On
Minimum Value Over Time
Minimum 0. m -5.6562e-002 m -4.7659e-002 m -0.67036 m -0.34599 m -0.21443 m 0. Pa
5.702e+006 6.5751e+006
Maximum 4.6625 m 8.9734 m 4.6625 m 0. m 8.9734 m 0. m
Pa Pa
Maximum Value Over Time
Minimum 0. m -0.33332 m 0. m 0. Pa
1.8901e+009 2.1028e+009
Maximum 4.6876 m 9.3652 m 4.6876 m 5.2205e-002 m 5.7342e-002 m 9.3638 m 0.18937 m 0.22209 m
Pa Pa
Information
Time 0.2 s
Set 21
Cycle
221076
Number
Integration Point Results
Display
Averaged
Option
Average
Across No
Bodies

FIGURE 11
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Flat

TABLE 21
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Flat
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038 0. 0. 0.
1.0001e-002 0.33332 0.33332 0.33332
2.e-002 0.63945 0.66692 0.65944
3.e-002 0.8854 0.95428 0.9176

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4.e-002 1.1041 1.209 1.1396

5.e-002 1.3222 1.3864 1.3606
6.0001e-002 1.5578 1.6233 1.5816
7.e-002 1.7923 1.821 1.8027
8.0001e-002 2.0059 2.0457 2.0237
9.0001e-002 2.232 2.2568 2.2448
0.1 2.4531 2.4755 2.4658
0.11 2.6701 2.7062 2.6868
0.12 2.8977 2.917 2.9079
0.13 3.1214 3.1395 3.1289
0.14 3.335 3.3578 3.35
0.15 3.56 3.581 3.571
0.16 3.7788 3.808 3.7921
0.17 4.0045 4.0244 4.0131
0.18 4.2231 4.2479 4.2342
0.19 4.4458 4.4658 4.4552
0.2 4.6625 4.6876 4.6763

FIGURE 12
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Flat > Figure

FIGURE 13
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Flat > Figure 2

FIGURE 14
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Flat > Figure 4

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FIGURE 15
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Flat > Figure 3

FIGURE 16
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Round

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TABLE 22
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Round
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038 0. 0. 0.
1.0001e-002 0.33332 0.33332 0.33332
2.e-002 0.277 0.67062 0.61169
3.e-002 8.8053e-002 0.59428 0.35895
4.e-002 0.14535 0.57839 0.20344
5.e-002 0.67927 1.1147 0.74851
6.0001e-002 1.2233 1.662 1.298
7.e-002 1.7864 2.2108 1.848
8.0001e-002 2.3412 2.7574 2.3985
9.0001e-002 2.8635 3.3079 2.9497
0.1 3.387 3.8545 3.5009
0.11 3.9625 4.4078 4.0522
0.12 4.5329 4.9594 4.6035
0.13 5.0873 5.5124 5.1547
0.14 5.6522 6.0564 5.706
0.15 6.2198 6.6111 6.2573
0.16 6.7679 7.164 6.8086
0.17 7.3177 7.7135 7.3598
0.18 7.8611 8.2658 7.9111
0.19 8.4142 8.8188 8.4624
0.2 8.9734 9.3652 9.0137

FIGURE 17
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Round > Figure 2

FIGURE 18
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Round > Figure 3

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FIGURE 19
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Round > Figure 4

FIGURE 20
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Total Deformation _Round > Figure

FIGURE 21
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat

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TABLE 23
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038 0. 0. 0.
1.0001e-002 0.33332 0.33332 0.33332
2.e-002 0.63836 0.66692 0.65943
3.e-002 0.88526 0.95427 0.91756
4.e-002 1.1041 1.2089 1.1395
5.e-002 1.3222 1.3863 1.3606
6.0001e-002 1.5569 1.6233 1.5816
7.e-002 1.7923 1.821 1.8027
8.0001e-002 2.0059 2.0457 2.0237
9.0001e-002 2.232 2.2568 2.2448
0.1 2.4529 2.4755 2.4658
0.11 2.6701 2.7062 2.6868
0.12 2.8977 2.917 2.9079
0.13 3.1214 3.1395 3.1289
0.14 3.335 3.3577 3.35
0.15 3.56 3.581 3.571
0.16 3.7788 3.808 3.7921
0.17 4.0045 4.0244 4.0131
0.18 4.2231 4.2479 4.2342
0.19 4.4458 4.4658 4.4552
0.2 4.6625 4.6876 4.6763

FIGURE 22
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat > Figure 2

FIGURE 23
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat > Figure 3

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FIGURE 24
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat > Figure

FIGURE 25
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat > Figure 4

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FIGURE 26
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 2

TABLE 24
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 2
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 -1.4686e-002 3.7175e-002 5.7248e-004
3.e-002 -3.5009e-002 3.5451e-002 -1.5592e-003
4.e-002 -4.022e-002 4.485e-002 4.1664e-006
5.e-002 -5.6562e-002 4.0791e-002 -1.9428e-004
6.0001e-002 -2.722e-002 5.2205e-002 8.5642e-004
7.e-002 -2.9035e-002 1.4374e-002 -6.0036e-004
8.0001e-002 -3.7193e-002 1.7894e-002 -4.4913e-004
9.0001e-002 -1.5118e-002 2.2905e-002 -7.0126e-004
0.1 -1.4455e-002 3.0214e-002 3.2756e-004
0.11 -8.2369e-003 2.1813e-002 6.9752e-004
0.12 -1.4454e-002 1.8462e-002 -1.6293e-004
0.13 -2.6801e-002 1.8152e-002 -6.3088e-004
0.14 -7.8415e-003 1.4725e-002 3.7271e-004
0.15 -1.027e-002 2.5124e-002 1.5725e-004
0.16 -1.2704e-002 2.0328e-002 2.2188e-004
0.17 -1.0731e-002 1.0972e-002 -2.2054e-004
0.18 -1.9515e-002 1.0825e-002 -5.0317e-004
0.19 -9.4057e-003 9.0535e-003 -2.5694e-005
0.2 -1.1964e-002 1.807e-002 5.41e-004

FIGURE 27
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 2 > Figure 3

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FIGURE 28
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 2 > Figure

FIGURE 29
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 2 > Figure 2

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FIGURE 30
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 2 > Figure 4

FIGURE 31
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 3

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TABLE 25
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 3
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 -1.1557e-002 1.0353e-002 1.209e-005
3.e-002 -4.2776e-002 4.6428e-002 8.9764e-005
4.e-002 -2.9019e-002 3.4533e-002 -1.0547e-004
5.e-002 -3.1797e-002 3.303e-002 8.5649e-005
6.0001e-002 -4.7659e-002 2.7789e-002 7.6458e-004
7.e-002 -2.3283e-002 2.5768e-002 1.1329e-003
8.0001e-002 -1.7859e-002 5.7342e-002 4.6814e-004
9.0001e-002 -2.3586e-002 2.7045e-002 1.4021e-003
0.1 -2.4708e-002 2.133e-002 -8.8884e-005
0.11 -1.6631e-002 1.2464e-002 -9.1628e-004
0.12 -1.9444e-002 7.2212e-003 -1.0186e-003
0.13 -3.1019e-002 2.2472e-002 -3.2496e-004
0.14 -1.9346e-002 1.7837e-002 1.7182e-004
0.15 -1.0546e-002 2.5562e-002 9.9386e-004
0.16 -5.4519e-003 2.275e-002 8.9939e-004
0.17 -5.6536e-003 2.3721e-002 2.9922e-004
0.18 -2.1978e-002 1.2154e-002 -6.1801e-005
0.19 -1.6087e-002 4.0524e-003 -4.4816e-004
0.2 -1.9311e-002 7.424e-003 -6.9487e-004

FIGURE 32
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 3 > Figure 2

FIGURE 33
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 3 > Figure 3

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FIGURE 34
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 3 > Figure 4

FIGURE 35
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Flat 3 > Figure

FIGURE 36
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round

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TABLE 26
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038 0. 0. 0.
1.0001e-002 -0.33332 -0.33332 -0.33332
2.e-002 -0.67036 -0.18324 -0.61037
3.e-002 -0.56817 9.1129e-002 -0.35102
4.e-002 0.14527 0.55195 0.19328
5.e-002 0.67926 1.101 0.74445
6.0001e-002 1.2232 1.6533 1.2957
7.e-002 1.7864 2.2043 1.847
8.0001e-002 2.3411 2.7522 2.3983
9.0001e-002 2.8635 3.3037 2.9495
0.1 3.3869 3.8511 3.5008
0.11 3.9625 4.4048 4.0521
0.12 4.5329 4.9567 4.6034
0.13 5.0873 5.5099 5.1547
0.14 5.6522 6.0542 5.7059
0.15 6.2183 6.6091 6.2573
0.16 6.7659 7.1621 6.8085
0.17 7.3177 7.7118 7.3598
0.18 7.8611 8.2642 7.911
0.19 8.4142 8.8172 8.4624
0.2 8.9734 9.3638 9.0136

FIGURE 37
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round > Figure

FIGURE 38
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round > Figure 2

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FIGURE 39
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round > Figure 3

FIGURE 40
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round > Figure 4

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FIGURE 41
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 2

TABLE 27
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 2
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 -0.20767 6.2594e-002 -4.2455e-003
3.e-002 -0.183 0.17404 -1.5544e-002
4.e-002 -0.3075 0.10432 -2.502e-002
5.e-002 -0.34599 9.9108e-002 -3.0542e-002
6.0001e-002 -0.31828 6.2235e-002 -3.1104e-002
7.e-002 -0.25338 5.5704e-002 -2.2035e-002
8.0001e-002 -0.17192 7.1088e-002 -8.0865e-003
9.0001e-002 -0.16627 0.1439 3.4841e-003
0.1 -0.1621 0.18937 1.0621e-003
0.11 -0.16302 0.17968 1.9779e-003
0.12 -0.16422 0.12864 -1.6728e-004
0.13 -0.16661 9.7321e-002 -2.1336e-003
0.14 -0.16246 0.11594 -1.2878e-003
0.15 -0.16333 0.15353 -7.835e-004
0.16 -0.16374 0.16353 -1.3681e-003
0.17 -0.16365 0.11972 -1.881e-003
0.18 -0.16363 0.11423 -1.9905e-003
0.19 -0.1652 0.12491 -1.509e-003
0.2 -0.16063 0.14115 6.7866e-004

FIGURE 42
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 2 > Figure 2

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FIGURE 43
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 2 > Figure 3

FIGURE 44
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 2 > Figure

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FIGURE 45
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 2 > Figure 4

FIGURE 46
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 3

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TABLE 28
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 3
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 -5.1407e-002 4.1104e-002 -5.7154e-004
3.e-002 -0.21443 0.22209 9.6528e-005
4.e-002 -0.13676 0.18523 -7.274e-004
5.e-002 -9.302e-002 0.11692 3.7809e-003
6.0001e-002 -0.16188 0.10411 8.3643e-004
7.e-002 -0.12133 0.13471 -1.4931e-003
8.0001e-002 -0.10886 9.0073e-002 -1.0243e-003
9.0001e-002 -7.2887e-002 8.8029e-002 3.2561e-003
0.1 -9.7677e-002 0.1065 5.4415e-003
0.11 -0.10164 9.4296e-002 2.006e-003
0.12 -9.0218e-002 0.10859 -1.5116e-003
0.13 -0.10873 0.10343 -7.2191e-004
0.14 -0.10239 7.9587e-002 2.8221e-004
0.15 -9.017e-002 7.1581e-002 9.4713e-004
0.16 -9.3357e-002 8.4308e-002 9.1306e-004
0.17 -8.783e-002 7.6967e-002 -4.0991e-005
0.18 -7.5607e-002 8.19e-002 5.8221e-005
0.19 -7.6824e-002 7.471e-002 1.7544e-003
0.2 -9.2464e-002 7.1778e-002 5.8378e-004

FIGURE 47
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 3 > Figure 2

FIGURE 48
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 3 > Figure 3

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FIGURE 49
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 3 > Figure 4

FIGURE 50
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Directional Deformation_Round 3 > Figure 6

FIGURE 51
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Flat

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TABLE 29
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Flat
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038 0. 0.
0.
1.0001e-002 9.1411e-006 6.8668e-008
2.e-002 1.0265e+006 1.8901e+009 6.2301e+007
3.e-002 3.7427e+006 1.331e+009 9.6214e+007
4.e-002 2.6655e+006 6.1063e+008 8.6638e+007
5.e-002 3.0231e+006 6.1345e+008 8.758e+007
6.0001e-002 4.8981e+006 5.5991e+008 8.2858e+007
7.e-002 3.3544e+006 5.7453e+008 7.9531e+007
8.0001e-002 2.4687e+006 5.3068e+008 7.7844e+007
9.0001e-002 1.8864e+006 5.5537e+008 7.5137e+007
0.1 3.6481e+006 6.0678e+008 7.4014e+007
0.11 3.818e+006 5.1374e+008 7.3713e+007
0.12 5.702e+006 5.2257e+008 7.3701e+007
0.13 5.0503e+006 6.3001e+008 7.4881e+007
0.14 2.7013e+006 5.3943e+008 7.1114e+007
0.15 3.4296e+006 5.1072e+008 7.2195e+007
0.16 5.2884e+006 5.0923e+008 7.1995e+007
0.17 4.9937e+006 5.4541e+008 7.1074e+007
0.18 3.43e+006 5.4574e+008 7.092e+007
0.19 3.3898e+006 5.5568e+008 6.9975e+007
0.2 4.4218e+006 5.8224e+008 7.0389e+007

FIGURE 52
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Flat > Figure 2

FIGURE 53
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Flat > Figure 3

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FIGURE 54
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Flat > Figure

FIGURE 55
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Flat > Figure 5

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FIGURE 56
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Round

TABLE 30
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Round
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 2.3242e+006 2.1028e+009 1.0349e+008
3.e-002 4.0474e+006 1.522e+009 1.2841e+008
4.e-002 4.7839e+006 1.2775e+009 1.087e+008
5.e-002 4.6608e+006 1.257e+009 1.0271e+008
6.0001e-002 5.731e+006 1.1855e+009 1.0442e+008
7.e-002 4.4881e+006 1.1968e+009 1.0376e+008
8.0001e-002 3.9512e+006 1.216e+009 1.0262e+008
9.0001e-002 4.2693e+006 1.2786e+009 1.0592e+008
0.1 4.1402e+006 1.2614e+009 1.0683e+008
0.11 4.4068e+006 1.2203e+009 1.0618e+008
0.12 2.8119e+006 1.2262e+009 1.0655e+008
0.13 3.9276e+006 1.2359e+009
1.0704e+008
0.14 4.6533e+006 1.2081e+009
0.15 2.6704e+006 1.2062e+009 1.0776e+008
0.16 4.7683e+006 1.1904e+009 1.1002e+008
0.17 6.5751e+006 1.1782e+009 1.0943e+008
0.18 4.5457e+006 1.2317e+009 1.0978e+008
0.19 5.8866e+006 1.2278e+009 1.0969e+008
0.2 4.9236e+006 1.1905e+009 1.1091e+008

FIGURE 57
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Round > Figure 2

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FIGURE 58
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Round > Figure 3

FIGURE 59
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Round > Figure

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FIGURE 60
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Stress_Round > Figure 4

FIGURE 61
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat

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TABLE 31
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038 0. 0. 0.
1.0001e-002 -1.0518e-006 4.1705e-006 4.2861e-009
2.e-002 -5.449e+008 5.6512e+008 1.4266e+006
3.e-002 -4.1989e+008 5.5058e+008 9.328e+005
4.e-002 -1.957e+008 1.94e+008 -8.3618e+005
5.e-002 -1.8538e+008 1.5875e+008 3.5079e+005
6.0001e-002 -1.6921e+008 1.7615e+008 -14351
7.e-002 -1.5918e+008 1.6931e+008 -6.0112e+005
8.0001e-002 -1.9865e+008 1.5011e+008 19513
9.0001e-002 -1.1364e+008 1.1776e+008 -6.3822e+005
0.1 -1.1826e+008 1.2385e+008 -3.6619e+005
0.11 -1.2858e+008 1.3946e+008 2.8055e+005
0.12 -1.6833e+008 9.6883e+007 -3.21e+005
0.13 -1.3878e+008 1.107e+008 3.9597e+005
0.14 -1.2774e+008 1.0316e+008 -4.3189e+005
0.15 -1.1646e+008 1.0999e+008 -15181
0.16 -1.0306e+008 1.0053e+008 3831.3
0.17 -1.2896e+008 9.7239e+007 3.9125e+005
0.18 -1.6087e+008 1.1701e+008 1.5754e+005
0.19 -1.1409e+008 1.3514e+008 -1.1044e+005
0.2 -1.1834e+008 1.0398e+008 -1.3832e+005

FIGURE 62
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat > Figure

FIGURE 63
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat > Figure 3

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FIGURE 64
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat > Figure 4

FIGURE 65
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat > Figure 2

TABLE 32
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Results
Shear Shear Equivalent Equivalent Equivalent Equivalent
Object Shear Shear Shear Stress Stress
Stress_Round Stress_Round Elastic Elastic Plastic Plastic
Name Stress_Flat 2 Stress_Flat 3 Stress_Round Intensity_Flat Intensity_Round
2 3 Strain_Flat Strain_Round Strain_Flat Strain_Round
State Solved
Scope
Scoping
Geometry Selection
Method
Geometry 1 Body
Position Top/Bottom
Definition
Type Shear Stress Equivalent Elastic Strain Stress Intensity Equivalent Plastic Strain
YZ XZ XY
Orientation YZ Component XZ Component
Component Component Component
By Time
Display
Last
Time
Separate
Data by No
Entity
Coordinate
Global Coordinate System
System
Calculate
Yes
Time History

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Identifier
Suppressed No
Integration Point Results
Display
Averaged
Option
Average
Across No
Bodies
Results
- -
-4.5697e+008 -3.3976e+008 -4.2047e+008 1.2654e- 5.3389e-004 4.8787e+006
Minimum 1.6707e+008 2.3055e+008 5.6794e+006 Pa 0. m/m
Pa Pa Pa 004 m/m m/m Pa
Pa Pa
1.8489e+008 2.8219e+008 4.2981e+008 4.0611e+008 3.1911e+008 3.7248e- 2.8317e-002 6.6977e+008 1.5863e-002
Maximum 1.3177e+009 Pa 0. m/m
Pa Pa Pa Pa Pa 003 m/m m/m Pa m/m
3.5548e+005 1.4515e+005 6.9116e- 3.3476e-003 7.838e+007 1.6326e-005
Average -37384 Pa 14456 Pa 5549.6 Pa 1.2277e+008 Pa 0. m/m
Pa Pa 004 m/m m/m Pa m/m
Minimum
flat round flat round flat round flat round
Occurs On
Maximum
flat round flat round flat round flat round
Occurs On
Minimum Value Over Time
-
-6.048e+008 -5.8592e+008 -4.6881e+008 -6.9133e+008
Minimum 3.7332e+008 0. m/m 0. Pa 0. m/m
Pa Pa Pa Pa
Pa
1.8907e- 7.5877e-004 6.0989e+006
Maximum 0. Pa 7.3506e+006 Pa 0. m/m
004 m/m m/m Pa
Maximum Value Over Time
Minimum 0. Pa 0. m/m 0. Pa 0. m/m
2.8492e+008 4.472e+008 6.3671e+008 4.6785e+008 8.1503e+008 1.1824e- 2.1758e+009 1.5863e-002
Maximum 0.10927 m/m 2.4136e+009 Pa 0. m/m
Pa Pa Pa Pa Pa 002 m/m Pa m/m
Information
Time 0.2 s
Set 21
Cycle
221076
Number

FIGURE 66
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 2

TABLE 33
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 2
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038 0. 0. 0.
1.0001e-002 -1.4639e-006 1.0325e-006 -1.731e-009
2.e-002 -3.7332e+008 2.4865e+008 -4.8867e+005
3.e-002 -1.9133e+008 2.8492e+008 -38347
4.e-002 -1.7794e+008 1.7962e+008 -2.6814e+005
5.e-002 -2.7146e+008 2.2487e+008 3.7993e+005
6.0001e-002 -1.6261e+008 1.8827e+008 1.3839e+005
7.e-002 -1.6038e+008 2.2701e+008 2.1056e+005
8.0001e-002 -1.9318e+008 1.3683e+008 -5.8763e+005
9.0001e-002 -1.3971e+008 2.2397e+008 -1.1113e+005
0.1 -1.6805e+008 2.1784e+008 -5869.7
0.11 -1.7263e+008 1.393e+008 42316
0.12 -1.6629e+008 1.4205e+008 -1.932e+005
0.13 -1.724e+008 1.8815e+008 1.9031e+005
0.14 -1.3839e+008 1.7176e+008 -1.0698e+005
0.15 -1.4392e+008 1.4569e+008 3.7962e+005
0.16 -1.7297e+008 1.7285e+008 -1.8018e+005
0.17 -1.5874e+008 1.8328e+008 2047.2
0.18 -1.731e+008 1.5957e+008 -49374
0.19 -1.6231e+008 1.5798e+008 -3.6257e+005
0.2 -1.6707e+008 1.8489e+008 -37384

FIGURE 67
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 2 > Figure

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FIGURE 68
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 2 > Figure 3

FIGURE 69
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 2 > Figure 4

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FIGURE 70
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 2 > Figure 2

FIGURE 71
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 3

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TABLE 34
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 3
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038 0. 0. 0.
1.0001e-002 -1.7482e-006 1.0306e-006 -2.4009e-009
2.e-002 -6.048e+008 4.472e+008 -3.473e+005
3.e-002 -4.1774e+008 3.865e+008 -7.9047e+005
4.e-002 -2.6882e+008 1.9691e+008 -2.9127e+005
5.e-002 -1.8839e+008 2.6399e+008 -6.6024e+005
6.0001e-002 -1.8312e+008 2.2983e+008 3.2466e+005
7.e-002 -2.1367e+008 2.6101e+008 38527
8.0001e-002 -2.0537e+008 2.1046e+008 -7.3242e+005
9.0001e-002 -2.4252e+008 2.6772e+008 4.6444e+005
0.1 -2.2103e+008 2.9201e+008 -4.5423e+005
0.11 -2.2044e+008 2.293e+008 4.2337e+005
0.12 -2.4353e+008 2.1504e+008 6.1132e+005
0.13 -2.4142e+008 2.988e+008 -6.9398e+005
0.14 -2.1958e+008 2.4437e+008 -6.2858e+005
0.15 -1.8317e+008 1.9688e+008 7.8593e+005
0.16 -2.153e+008 2.3142e+008 -5.2884e+005
0.17 -2.4595e+008 2.6006e+008 -1.4786e+006
0.18 -2.4863e+008 2.3666e+008 -6.1099e+005
0.19 -2.186e+008 2.4674e+008 -2.7948e+005
0.2 -2.3055e+008 2.8219e+008 3.5548e+005

FIGURE 72
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 3 > Figure

FIGURE 73
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 3 > Figure 3

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FIGURE 74
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 3 > Figure 4

FIGURE 75
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Flat 3 > Figure 5

FIGURE 76
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round

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TABLE 35
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 -5.8592e+008 6.3671e+008 -2.6069e+006
3.e-002 -5.8502e+008 5.5585e+008 -1.7897e+006
4.e-002 -4.7656e+008 4.1277e+008 6.1949e+005
5.e-002 -4.9673e+008 4.5036e+008 -1.0488e+005
6.0001e-002 -4.8121e+008 4.3647e+008 -6.5466e+005
7.e-002 -4.5998e+008 4.2737e+008 3.1741e+005
8.0001e-002 -4.854e+008 4.2547e+008 -40921
9.0001e-002 -4.572e+008 4.2546e+008 -4.0825e+005
0.1 -4.4837e+008 4.2305e+008 -4.8108e+005
0.11 -4.7865e+008 4.3272e+008 -1.8105e+005
0.12 -4.5518e+008 4.1373e+008 98256
0.13 -4.4977e+008 4.3962e+008 94363
0.14 -4.8186e+008 4.2463e+008 -80382
0.15 -4.5122e+008 4.2775e+008 3.4767e+005
0.16 -4.4201e+008 4.3698e+008 1.3145e+005
0.17 -4.4826e+008 4.3251e+008 1.2988e+005
0.18 -4.4928e+008 4.2793e+008 -71382
0.19 -4.6343e+008 4.4577e+008 -2.3967e+005
0.2 -4.5697e+008 4.2981e+008 14456

FIGURE 77
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round > Figure

FIGURE 78
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round > Figure 2

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FIGURE 79
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round > Figure 5

FIGURE 80
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round > Figure 4

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FIGURE 81
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 2

TABLE 36
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 2
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 -4.6881e+008 4.6785e+008 -2.5201e+005
3.e-002 -4.4103e+008 4.5445e+008 -53258
4.e-002 -3.8612e+008 3.9323e+008 13668
5.e-002 -3.9771e+008 3.784e+008 1.8854e+005
6.0001e-002 -3.6005e+008 3.8714e+008 -1.605e+005
7.e-002 -3.6698e+008 3.7531e+008 -1.3919e+005
8.0001e-002 -3.2515e+008 4.0928e+008 -1.4764e+005
9.0001e-002 -3.5444e+008 3.7914e+008 -27431
0.1 -3.4574e+008 3.6952e+008 2.725e+005
0.11 -3.2529e+008 3.6588e+008 -1.0607e+005
0.12 -3.4703e+008 3.9259e+008 -96269
0.13 -3.3657e+008 3.8947e+008 -1.2616e+005
0.14 -3.6459e+008 3.9349e+008 -2.7563e+005
0.15 -3.3874e+008 3.8996e+008 1.0493e+005
0.16 -3.4802e+008 3.9951e+008 47664
0.17 -3.4262e+008 3.9371e+008 -73210
0.18 -3.5421e+008 3.7048e+008 -62338
0.19 -3.4101e+008 3.7839e+008 3.4885e+005
0.2 -3.3976e+008 4.0611e+008 5549.6

FIGURE 82
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 2 > Figure

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FIGURE 83
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 2 > Figure 3

FIGURE 84
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 2 > Figure 5

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FIGURE 85
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 2 > Figure 2

FIGURE 86
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 3

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TABLE 37
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 3
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 -6.9133e+008 8.1503e+008 -3.4087e+005
3.e-002 -4.3234e+008 6.0365e+008 -2.9157e+005
4.e-002 -4.4175e+008 4.2045e+008 -3.6757e+005
5.e-002 -4.5103e+008 4.0018e+008 3.9924e+005
6.0001e-002 -4.2835e+008 3.5435e+008 -4.4703e+005
7.e-002 -4.6689e+008 3.8492e+008 2.6809e+005
8.0001e-002 -4.7856e+008 3.8736e+008 -80531
9.0001e-002 -4.7349e+008 3.6555e+008 -1.5802e+005
0.1 -4.2124e+008 3.7713e+008 2.6271e+005
0.11 -4.2794e+008 3.4819e+008 82086
0.12 -4.403e+008 3.3659e+008 -83730
0.13 -4.4652e+008 3.3545e+008 -8.8112e+005
0.14 -4.2288e+008 3.423e+008 78850
0.15 -4.4922e+008 3.3113e+008 -8.8344e+005
0.16 -4.3536e+008 3.5163e+008 -76616
0.17 -4.1739e+008 3.0902e+008 -2.1794e+005
0.18 -4.2261e+008 3.2824e+008 -2.8272e+005
0.19 -4.1946e+008 3.0961e+008 -3.9462e+005
0.2 -4.2047e+008 3.1911e+008 1.4515e+005

FIGURE 87
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 3 > Figure

FIGURE 88
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 3 > Figure 3

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FIGURE 89
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 3 > Figure 2

FIGURE 90
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Shear Stress_Round 3 > Figure 4

FIGURE 91
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Flat

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TABLE 38
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Flat
Time [s] Minimum [m/m] Maximum [m/m] Average [m/m]
1.1755e-038 0. 0.
0.
1.0001e-002 1.7606e-015 3.4138e-016
2.e-002 4.0506e-005 1.1824e-002 4.4961e-004
3.e-002 9.1055e-005 7.4257e-003 7.2823e-004
4.e-002 1.158e-004 4.5079e-003 7.1705e-004
5.e-002 1.3347e-004 4.2659e-003 7.4289e-004
6.0001e-002 1.3625e-004 3.9757e-003 7.296e-004
7.e-002 1.3178e-004 3.9921e-003 7.1632e-004
8.0001e-002 1.5101e-004 3.5829e-003 7.2007e-004
9.0001e-002 1.6861e-004 3.7996e-003 7.1301e-004
0.1 1.6212e-004 4.0105e-003 7.054e-004
0.11 1.7336e-004 3.5472e-003 7.0824e-004
0.12 1.5033e-004 4.0084e-003 7.0707e-004
0.13 1.5312e-004 4.1142e-003 7.1271e-004
0.14 1.8907e-004 3.7644e-003 6.9734e-004
0.15 5.8885e-005 3.6331e-003 6.9742e-004
0.16 1.6164e-004 3.5568e-003 7.0417e-004
0.17 1.526e-004 3.917e-003 6.986e-004
0.18 1.7616e-004 3.5518e-003 6.9814e-004
0.19 1.5373e-004 3.5997e-003 6.9336e-004
0.2 1.2654e-004 3.7248e-003 6.9116e-004

FIGURE 92
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Flat > Figure 2

FIGURE 93
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Flat > Figure

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FIGURE 94
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Flat > Figure 3

FIGURE 95
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Flat > Figure 5

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FIGURE 96
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Round

TABLE 39
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Round
Time [s] Minimum [m/m] Maximum [m/m] Average [m/m]
1.1755e-038 0. 0.
0.
1.0001e-002 3.2617e-015 7.0172e-016
2.e-002 1.7352e-004 4.1759e-002 2.5484e-003
3.e-002 3.4766e-004 0.10927 3.5914e-003
4.e-002 5.4862e-004 4.9302e-002 3.2499e-003
5.e-002 6.8588e-004 3.5639e-002 3.2132e-003
6.0001e-002 5.2602e-004 5.8944e-002 3.3016e-003
7.e-002 5.8259e-004 5.3302e-002 3.2862e-003
8.0001e-002 5.6916e-004 5.9224e-002 3.295e-003
9.0001e-002 6.1533e-004 5.1226e-002 3.3515e-003
0.1 7.5877e-004 5.8158e-002 3.3787e-003
0.11 6.7106e-004 5.1909e-002 3.3696e-003
0.12 5.0698e-004 4.438e-002 3.3558e-003
0.13 6.4654e-004 4.9478e-002 3.3825e-003
0.14 6.8397e-004 5.0461e-002 3.3634e-003
0.15 6.3539e-004 4.6313e-002 3.3509e-003
0.16 7.4843e-004 5.3173e-002 3.3756e-003
0.17 6.4937e-004 3.1219e-002 3.34e-003
0.18 6.008e-004 3.6323e-002 3.3499e-003
0.19 6.9506e-004 2.8626e-002 3.3329e-003
0.2 5.3389e-004 2.8317e-002 3.3476e-003

FIGURE 97
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Round > Figure

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FIGURE 98
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Round > Figure 2

FIGURE 99
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Round > Figure 3

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FIGURE 100
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Elastic Strain_Round > Figure 4

FIGURE 101
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Flat

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TABLE 40
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Flat
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038 0. 0.
0.
1.0001e-002 9.1414e-006 7.0781e-008
2.e-002 1.1785e+006 2.1758e+009 6.9083e+007
3.e-002 4.01e+006 1.4334e+009 1.0715e+008
4.e-002 2.9326e+006 6.9428e+008 9.6384e+007
5.e-002 3.1911e+006 6.925e+008 9.7373e+007
6.0001e-002 5.1385e+006 6.4512e+008 9.2233e+007
7.e-002 3.4409e+006 6.469e+008 8.8527e+007
8.0001e-002 2.8106e+006 6.1272e+008 8.6621e+007
9.0001e-002 2.0053e+006 6.4051e+008 8.3679e+007
0.1 3.9912e+006 6.9273e+008 8.2449e+007
0.11 4.3462e+006 5.9277e+008 8.2086e+007
0.12 6.0989e+006 5.887e+008 8.2098e+007
0.13 5.2994e+006 7.1999e+008 8.3352e+007
0.14 3.0595e+006 6.1778e+008 7.9225e+007
0.15 3.7956e+006 5.8957e+008 8.0418e+007
0.16 5.4902e+006 5.88e+008 8.0172e+007
0.17 5.6713e+006 6.2594e+008 7.9125e+007
0.18 3.6451e+006 6.301e+008 7.8965e+007
0.19 3.9142e+006 6.2937e+008 7.7884e+007
0.2 4.8787e+006 6.6977e+008 7.838e+007

FIGURE 102
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Flat > Figure

FIGURE 103
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Flat > Figure 2

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FIGURE 104
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Flat > Figure 3

FIGURE 105
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Flat > Figure 4

FIGURE 106
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Round

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TABLE 41
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Round
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038
0. 0. 0.
1.0001e-002
2.e-002 2.6526e+006 2.4136e+009 1.151e+008
3.e-002 4.3753e+006 1.7347e+009 1.4303e+008
4.e-002 5.4467e+006 1.4304e+009 1.2107e+008
5.e-002 5.2554e+006 1.3731e+009 1.1439e+008
6.0001e-002 6.6125e+006 1.2979e+009 1.162e+008
7.e-002 4.7508e+006 1.3045e+009 1.1544e+008
8.0001e-002 4.5435e+006 1.3637e+009 1.1414e+008
9.0001e-002 4.9228e+006 1.4066e+009 1.1768e+008
0.1 4.6361e+006 1.3999e+009 1.187e+008
0.11 5.0448e+006 1.3568e+009 1.1787e+008
0.12 3.2311e+006 1.3372e+009 1.1829e+008
0.13 4.2566e+006 1.3692e+009 1.1885e+008
0.14 5.289e+006 1.3394e+009 1.1883e+008
0.15 2.9292e+006 1.3343e+009 1.1952e+008
0.16 4.8997e+006 1.3319e+009 1.2188e+008
0.17 7.3506e+006 1.2969e+009 1.2118e+008
0.18 5.2015e+006 1.3542e+009 1.2156e+008
0.19 6.6747e+006 1.3537e+009 1.2154e+008
0.2 5.6794e+006 1.3177e+009 1.2277e+008

FIGURE 107
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Round > Figure

FIGURE 108
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Round > Figure 3

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FIGURE 109
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Round > Figure 4

FIGURE 110
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Stress Intensity_Round > Figure 5

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FIGURE 111
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Flat

TABLE 42
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Flat
Time [s] Minimum [m/m] Maximum [m/m] Average [m/m]
1.1755e-038
1.0001e-002
2.e-002
3.e-002
4.e-002
5.e-002
6.0001e-002
7.e-002
8.0001e-002
9.0001e-002
0.1 0. 0. 0.
0.11
0.12
0.13
0.14
0.15
0.16
0.17
0.18
0.19
0.2

FIGURE 112
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Flat > Figure

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FIGURE 113
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Flat > Figure 3

FIGURE 114
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Flat > Figure 2

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FIGURE 115
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Flat > Figure 4

FIGURE 116
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Round

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TABLE 43
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Round
Time [s] Minimum [m/m] Maximum [m/m] Average [m/m]
1.1755e-038
0. 0.
1.0001e-002
2.e-002 9.5351e-004 2.9905e-007
3.e-002
4.e-002
5.e-002
6.0001e-002
7.e-002
8.0001e-002
9.0001e-002
0.1 0.
0.11
1.5863e-002 1.6326e-005
0.12
0.13
0.14
0.15
0.16
0.17
0.18
0.19
0.2

FIGURE 117
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Round > Figure

FIGURE 118
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Round > Figure 3

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FIGURE 119
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Round > Figure 4

FIGURE 120
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Equivalent Plastic Strain_Round > Figure 5

TABLE 44
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Probes
Object Name Energy Probe_Flat Energy Probe_Round Energy Probe_Flat 2 Energy Probe_Round 2
State Solved
Definition
Type Energy
Geometry 1 Body
Suppressed No
Options
Result Selection Kinetic Internal
Display Time End Time
Results
Kinetic 36954 J 29382 J
Internal 3851.4 J 22260 J
Maximum Value Over Time
Kinetic 83607 J 31370 J
Internal 3851.4 J 22260 J
Minimum Value Over Time
Kinetic 36954 J 4159. J
Internal 0. J
Information
Time 0.2 s
Set 21
Cycle Number 221076

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FIGURE 121
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Flat

TABLE 45
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Flat
Time [s] Energy Probe_Flat (Kinetic) [J]
1.1755e-038
83607
1.0001e-002
2.e-002 68311
3.e-002 39534
4.e-002 37628
5.e-002 37413
6.0001e-002 37363
7.e-002 37296
8.0001e-002 37218
9.0001e-002 37193
0.1 37162
0.11 37115
0.12 37090
0.13 37062
0.14 37057
0.15 37031
0.16 37017
0.17 36997
0.18 36984
0.19 36977
0.2 36954

FIGURE 122
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Flat > Figure

FIGURE 123
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Round

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TABLE 46
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Round
Time [s] Energy Probe_Round (Kinetic) [J]
1.1755e-038
10610
1.0001e-002
2.e-002 4159.
3.e-002 26917
4.e-002 31370
5.e-002 30572
6.0001e-002 30178
7.e-002 30047
8.0001e-002 30019
9.0001e-002 29832
0.1 29689
0.11 29640
0.12 29629
0.13 29564
0.14 29562
0.15 29496
0.16 29430
0.17 29420
0.18 29432
0.19 29451
0.2 29382

FIGURE 124
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Round > Figure

FIGURE 125
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Flat 2

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TABLE 47
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Flat 2
Time [s] Energy Probe_Flat 2 (Internal) [J]
1.1755e-038 0.
1.0001e-002 1.1391e-024
2.e-002 1951.3
3.e-002 2932.7
4.e-002 2736.5
5.e-002 2922.4
6.0001e-002 3003.8
7.e-002 3104.
8.0001e-002 3214.9
9.0001e-002 3310.6
0.1 3358.2
0.11 3438.7
0.12 3514.6
0.13 3566.3
0.14 3588.2
0.15 3653.9
0.16 3712.5
0.17 3737.7
0.18 3786.5
0.19 3808.6
0.2 3851.4

FIGURE 126
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Flat 2 > Figure

FIGURE 127
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Round 2

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TABLE 48
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Round 2
Time [s] Energy Probe_Round 2 (Internal) [J]
1.1755e-038 0.
1.0001e-002 1.8866e-025
2.e-002 17207
3.e-002 20150
4.e-002 17318
5.e-002 18309
6.0001e-002 19024
7.e-002 19448
8.0001e-002 19784
9.0001e-002 20247
0.1 20585
0.11 20824
0.12 20976
0.13 21241
0.14 21387
0.15 21582
0.16 21797
0.17 21884
0.18 22016
0.19 22058
0.2 22260

FIGURE 128
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Energy Probe_Round 2 > Figure

Animation
TABLE 49
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Results
Object Name Total Deformation Equivalent Stress Shear Stress
State Solved

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Scope
Scoping Method Geometry Selection
Geometry All Bodies
Position Top/Bottom
Definition
Type Total Deformation Equivalent (von-Mises) Stress Shear Stress
By Time
Display Time 0.2 s Last 0.2 s
Separate Data by Entity No
Calculate Time History Yes
Identifier
Suppressed No
Orientation XY Component
Coordinate System Global Coordinate System
Results
Minimum 4.6625 m 4.4218e+006 Pa -4.5697e+008 Pa
Maximum 9.3652 m 1.1905e+009 Pa 4.2981e+008 Pa
Average 6.8971 m 9.1134e+007 Pa -60093 Pa
Minimum Occurs On flat round
Maximum Occurs On round
Minimum Value Over Time
Minimum 0. m 0. Pa -5.8592e+008 Pa
Maximum 4.6625 m 4.9937e+006 Pa 0. Pa
Maximum Value Over Time
Minimum 0. m 0. Pa
Maximum 9.3652 m 2.1028e+009 Pa 6.3671e+008 Pa
Information
Time 0.2 s
Set 21
Cycle Number 221076
Integration Point Results
Display Option Averaged
Average Across Bodies No

FIGURE 129
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Total Deformation

TABLE 50
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Total Deformation
Time [s] Minimum [m] Maximum [m] Average [m]
1.1755e-038 0. 0. 0.
1.0001e-002 0.33332 0.33332 0.33332
2.e-002 0.277 0.67062 0.63499
3.e-002 8.8053e-002 0.95428 0.63156
4.e-002 0.14535 1.209 0.66024
5.e-002 0.67927 1.3864 1.0472
6.0001e-002 1.2233 1.662 1.4364
7.e-002 1.7864 2.2108 1.8259
8.0001e-002 2.0059 2.7574 2.2156
9.0001e-002 2.232 3.3079 2.6057
0.1 2.4531 3.8545 2.9958
0.11 2.6701 4.4078 3.3859
0.12 2.8977 4.9594 3.7761
0.13 3.1214 5.5124 4.1662
0.14 3.335 6.0564 4.5563
0.15 3.56 6.6111 4.9465
0.16 3.7788 7.164 5.3366
0.17 4.0045 7.7135 5.7267
0.18 4.2231 8.2658 6.1168
0.19 4.4458 8.8188 6.507
0.2 4.6625 9.3652 6.8971

FIGURE 130
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Total Deformation > Figure

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FIGURE 131
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Equivalent Stress

TABLE 51
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Equivalent Stress
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038 0. 0.
0.
1.0001e-002 9.1411e-006 3.3508e-008
2.e-002 1.0265e+006 2.1028e+009 8.3389e+007
3.e-002 3.7427e+006 1.522e+009 1.127e+008
4.e-002 2.6655e+006 1.2775e+009 9.7933e+007
5.e-002 3.0231e+006 1.257e+009 9.5325e+007
6.0001e-002 4.8981e+006 1.1855e+009 9.3897e+007
7.e-002 3.3544e+006 1.1968e+009 9.1935e+007
8.0001e-002 2.4687e+006 1.216e+009 9.053e+007
9.0001e-002 1.8864e+006 1.2786e+009 9.09e+007
0.1 3.6481e+006 1.2614e+009 9.0817e+007
0.11 3.818e+006 1.2203e+009 9.0336e+007
0.12 2.8119e+006 1.2262e+009 9.0522e+007
0.13 3.9276e+006 1.2359e+009 9.1347e+007
0.14 2.7013e+006 1.2081e+009 8.9511e+007
0.15 2.6704e+006 1.2062e+009 9.0407e+007
0.16 4.7683e+006 1.1904e+009 9.1464e+007
0.17 4.9937e+006 1.1782e+009 9.0715e+007
0.18 3.43e+006 1.2317e+009 9.0815e+007
0.19 3.3898e+006 1.2278e+009 9.031e+007
0.2 4.4218e+006 1.1905e+009 9.1134e+007

FIGURE 132
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Equivalent Stress > Figure

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FIGURE 133
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Shear Stress

TABLE 52
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Shear Stress
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1.1755e-038 0. 0. 0.
1.0001e-002 -1.0518e-006 4.1705e-006 2.0915e-009
2.e-002 -5.8592e+008 6.3671e+008 -6.3861e+005
3.e-002 -5.8502e+008 5.5585e+008 -4.6121e+005
4.e-002 -4.7656e+008 4.1277e+008 -90838
5.e-002 -4.9673e+008 4.5036e+008 1.1747e+005
6.0001e-002 -4.8121e+008 4.3647e+008 -3.4221e+005
7.e-002 -4.5998e+008 4.2737e+008 -1.3081e+005
8.0001e-002 -4.854e+008 4.2547e+008 -11431
9.0001e-002 -4.572e+008 4.2546e+008 -5.2047e+005
0.1 -4.4837e+008 4.2305e+008 -4.2502e+005
0.11 -4.7865e+008 4.3272e+008 44200
0.12 -4.5518e+008 4.1373e+008 -1.0633e+005
0.13 -4.4977e+008 4.3962e+008 2.4154e+005
0.14 -4.8186e+008 4.2463e+008 -2.5191e+005
0.15 -4.5122e+008 4.2775e+008 1.7061e+005
0.16 -4.4201e+008 4.3698e+008 69175
0.17 -4.4826e+008 4.3251e+008 2.5742e+005
0.18 -4.4928e+008 4.2793e+008 40326
0.19 -4.6343e+008 4.4577e+008 -1.7661e+005
0.2 -4.5697e+008 4.2981e+008 -60093

FIGURE 134
Model (C4) > Explicit Dynamics (C5) > Solution (C6) > Animation > Shear Stress > Figure

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Material Data
Ultrahigh Molecular Weight Polyethylene
TABLE 53
Ultrahigh Molecular Weight Polyethylene > Constants
Density 930 kg m^-3
Coefficient of Thermal Expansion 1.7e-005 C^-1
Specific Heat 480 J kg^-1 C^-1
Thermal Conductivity 15.1 W m^-1 C^-1
Resistivity 7.7e-007 ohm m

TABLE 54
Ultrahigh Molecular Weight Polyethylene > Color
Red Green Blue
176 154 176

TABLE 55
Ultrahigh Molecular Weight Polyethylene > Compressive Ultimate Strength
Compressive Ultimate Strength Pa
8.27e+007

TABLE 56
Ultrahigh Molecular Weight Polyethylene > Compressive Yield Strength
Compressive Yield Strength Pa
8.27e+007

TABLE 57
Ultrahigh Molecular Weight Polyethylene > Tensile Yield Strength
Tensile Yield Strength Pa
3.4e+009

TABLE 58
Ultrahigh Molecular Weight Polyethylene > Tensile Ultimate Strength
Tensile Ultimate Strength Pa
5.e+009

TABLE 59
Ultrahigh Molecular Weight Polyethylene > Isotropic Secant Coefficient of Thermal Expansion
Zero-Thermal-Strain Reference Temperature C
22

TABLE 60
Ultrahigh Molecular Weight Polyethylene > Isotropic Relative Permeability
Relative Permeability
1

TABLE 61
Ultrahigh Molecular Weight Polyethylene > Bulk Modulus
Bulk Modulus Pa
2.5e+010

TABLE 62
Ultrahigh Molecular Weight Polyethylene > Shear Modulus
Shear Modulus Pa
2.5e+010

TABLE 63

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Ultrahigh Molecular Weight Polyethylene > Johnson Cook Strength

Initial Yield Stress Pa Hardening Constant Pa Hardening Exponent Strain Rate Constant Thermal Softening Exponent Melting Temperature C Reference Strain Rate (/sec)
3.e+009 3.e+009 1 0.1 2 138 1

Stainless Steel
TABLE 64
Stainless Steel > Constants
Density 7750 kg m^-3
Coefficient of Thermal Expansion 1.7e-005 C^-1
Specific Heat 480 J kg^-1 C^-1
Thermal Conductivity 15.1 W m^-1 C^-1
Resistivity 7.7e-007 ohm m

TABLE 65
Stainless Steel > Color
Red Green Blue
176 154 176

TABLE 66
Stainless Steel > Compressive Ultimate Strength
Compressive Ultimate Strength Pa
0

TABLE 67
Stainless Steel > Compressive Yield Strength
Compressive Yield Strength Pa
2.07e+008

TABLE 68
Stainless Steel > Tensile Yield Strength
Tensile Yield Strength Pa
2.07e+008

TABLE 69
Stainless Steel > Tensile Ultimate Strength
Tensile Ultimate Strength Pa
5.86e+008

TABLE 70
Stainless Steel > Isotropic Secant Coefficient of Thermal Expansion
Zero-Thermal-Strain Reference Temperature C
22

TABLE 71
Stainless Steel > Isotropic Elasticity
Young's Modulus Pa Poisson's Ratio Bulk Modulus Pa Shear Modulus Pa Temperature C
1.93e+011 0.31 1.693e+011 7.3664e+010

TABLE 72
Stainless Steel > Isotropic Relative Permeability
Relative Permeability
1

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