Project Page 1 of 22

Project
First Saved Sunday, November 25, 2018
Last Saved Saturday, April 3, 2021
Product Version 17.0 Release
Save Project Before Solution No
Save Project After Solution No

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Contents
l Units

l Model (A4, B4)

¡ Geometry
n Parts
¡ Coordinate Systems
¡ Connections
n Contacts
n Contact Regions
¡ Mesh
n Patch Conforming Method
¡ Mesh Edit
n Contact Match Group
n Mesh Connection
¡ Case 1: Normal Condition (A5)
n Analysis Settings
n Standard Earth Gravity
n Loads
n Solution (A6)
n Solution Information
n Results
¡ Case 2: HST Condition (B5)
n Analysis Settings
n Standard Earth Gravity
n Loads
n Solution (B6)
n Solution Information
n Results

l Material Data
¡ Structural 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 (A4, B4)

Geometry
TABLE 2
Model (A4, B4) > Geometry
Object Name Geometry
State Fully Defined
Definition
Source E:\Kabu\Bifurcation06.20_files\dp0\SYS\DM\SYS.agdb
Type DesignModeler
Length Unit Meters
Element Control Program Controlled
Display Style Body Color
Bounding Box
Length X 5.5877 m

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Length Y 2.8009 m
Length Z 5.2175 m
Properties
Volume 1.236 m³
Mass 9702.4 kg
Scale Factor Value 1.
Statistics
Bodies 17
Active Bodies 17
Nodes 310902
Elements 152315
Mesh Metric None
Basic Geometry Options
Solid Bodies Yes
Surface Bodies Yes
Line Bodies Yes
Parameters Yes
Parameter Key
Attributes Yes
Attribute Key
Named Selections Yes
Named Selection Key
Material Properties Yes
Advanced Geometry Options
Use Associativity Yes
Coordinate Systems Yes
Reader Mode Saves Updated File No
Use Instances Yes
Smart CAD Update Yes
Compare Parts On Update No
Attach File Via Temp File Yes
Temporary Directory C:\Users\Tarun Singhal\AppData\Local\Temp
Analysis Type 3-D
Mixed Import Resolution None
Decompose Disjoint Geometry Yes
Enclosure and Symmetry Processing Yes

TABLE 3
Model (A4, B4) > Geometry > Parts
Object Name Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid Solid
State Meshed
Graphics Properties
Visible Yes
Transparency 1
Definition
Suppressed No
Stiffness
Flexible
Behavior
Coordinate
Default Coordinate System
System
Reference
By Environment
Temperature
Behavior None
Material
Assignment Structural Steel
Nonlinear
Yes
Effects
Thermal
Yes
Strain Effects
Bounding Box
1.6023 1.2771 1.6023 1.2771 4.7e-002
Length X 1.842 m 2.437 m 1.587 m
m m m m m

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Length Y 1.437 m 2.437 m 2.135 m 2.287 m 1.985 m 2.135 m 2.287 m 2.8 m

1.2453 0.99578 1.2453 0.99578 1.8955
Length Z 1.7895 m 2.e-002 m 1.2243 m
m m m m m
Properties
2.8108e-002 2.2656e- 1.6912e- 2.2656e- 1.6912e- 9.0103e-
Volume 9.5046e-002 m³ 2.2429e-002 m³
m³ 002 m³ 002 m³ 002 m³ 002 m³ 002 m³
177.85 132.76 177.85 132.76 707.31
Mass 746.11 kg 220.65 kg 176.06 kg
kg kg kg kg kg
-
3.1629 0.46112 0.53525 0.13681 2.4434 2.1191 2.0449 1.2901
Centroid X 0.58277 1.2901 m
m m m m m m m m
m
Centroid Y 1.6621 m 1.6619 m 1.662 m
1.4549 2.0799 2.9276 3.6689 2.9276 3.6501
Centroid Z 5.1456 m 3.669 m 4.2079 m
m m m m m m
Moment of 89.172 86.652 89.221 86.652 766.25
268.18 kg·m² 138.97 kg·m² 70.636 kg·m²
Inertia Ip1 kg·m² kg·m² kg·m² kg·m² kg·m²
Moment of 76.392 30.014 76.424 30.015 198.77
268.18 kg·m² 138.97 kg·m² 70.636 kg·m²
Inertia Ip2 kg·m² kg·m² kg·m² kg·m² kg·m²
Moment of 165.55 116.66 165.63 116.66 567.74
371.82 kg·m² 277.93 kg·m² 141.26 kg·m²
Inertia Ip3 kg·m² kg·m² kg·m² kg·m² kg·m²
Statistics
Nodes 34945 34987 3751 3798 2873 2134 3246 3142 2875 2101 11415
Elements 17136 17161 1561 1572 1183 853 1367 1309 1172 825 5901
Mesh Metric None

TABLE 4
Model (A4, B4) > Geometry > Parts
Object Name Solid Solid Solid Solid Solid Solid
State Meshed
Graphics Properties
Visible Yes
Transparency 1
Definition
Suppressed No
Stiffness Behavior Flexible
Coordinate System Default Coordinate System
Reference Temperature By Environment
Behavior None
Material
Assignment Structural Steel
Nonlinear Effects Yes
Thermal Strain Effects Yes
Bounding Box
Length X 4.7e-002 m 1.374 m 2.0685 m 2.037 m
Length Y 2. m 2.7996 m 2.03 m 2.037 m
Length Z 1.4205 m 0.40635 m 2.6634 m 1.8562 m
Properties
Volume 4.4117e-002 m³ 7.5425e-002 m³ 7.5469e-002 m³ 0.19121 m³ 0.19814 m³
Mass 346.32 kg 592.08 kg 592.43 kg 1501. kg 1555.4 kg
Centroid X 1.2901 m 0.51656 m 2.0633 m 0.34035 m 2.2398 m 1.2901 m
Centroid Y 1.6619 m 1.6615 m 1.6621 m 1.6642 m 1.6596 m 1.6619 m
Centroid Z 3.6122 m 2.5037 m 2.5038 m 3.7769 m 1.669 m
Moment of Inertia Ip1 121.45 kg·m² 430.46 kg·m² 430.61 kg·m² 1230.7 kg·m² 1198.5 kg·m²
Moment of Inertia Ip2 28.811 kg·m² 87.922 kg·m² 88.018 kg·m² 1027.8 kg·m² 1143.8 kg·m²
Moment of Inertia Ip3 92.771 kg·m² 518.14 kg·m² 518.38 kg·m² 971.44 kg·m² 1588.4 kg·m²
Statistics
Nodes 17569 2757 2741 55092 54967 72509
Elements 9968 1231 27067 27002 35776
Mesh Metric None

Coordinate Systems

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TABLE 5
Model (A4, B4) > Coordinate Systems > Coordinate System
Object Name Global Coordinate System
State Fully Defined
Definition
Type Cartesian
Coordinate System ID 0.
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 6
Model (A4, B4) > Connections
Object Name Connections
State Fully Defined
Auto Detection
Generate Automatic Connection On Refresh Yes
Transparency
Enabled Yes

TABLE 7
Model (A4, B4) > Connections > Contacts
Object Name Contacts
State Fully Defined
Definition
Connection Type Contact
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Auto Detection
Tolerance Type Value
Tolerance Value 1.6746e-002 m
Use Range No
Face/Face Yes
Cylindrical Faces Include
Face/Edge No
Edge/Edge No
Priority Include All
Group By Bodies
Search Across Bodies
Statistics
Connections 27
Active Connections 27

TABLE 8
Model (A4, B4) > Connections > Contacts > Contact Regions
Contact Contact Contact Contact Contact Contact Contact Contact Contact Contact
Object Contact
Region Region Region Region Region Region Region Region Region Region
Name Region
2 3 4 5 6 7 8 9 10 11
State Fully Defined
Scope
Scoping
Geometry Selection
Method
Contact 1 Face 2 Faces 1 Face 2 Faces 1 Face 2 Faces 1 Face
Target 1 Face 2 Faces 1 Face 2 Faces 1 Face 2 Faces 1 Face

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Contact
Solid
Bodies
Target
Solid
Bodies
Definition
Type Bonded
Scope
Automatic
Mode
Behavior Program Controlled
Trim
Program Controlled
Contact
Trim
1.6746e-002 m
Tolerance
Suppressed No
Advanced
Formulation Program Controlled
Detection
Program Controlled
Method
Penetration
Program Controlled
Tolerance
Elastic Slip
Program Controlled
Tolerance
Normal
Program Controlled
Stiffness
Update
Program Controlled
Stiffness
Pinball
Program Controlled
Region
Geometric Modification
Contact
Geometry None
Correction
Target
Geometry None
Correction

TABLE 9
Model (A4, B4) > Connections > Contacts > Contact Regions
Contact Contact Contact Contact Contact Contact Contact Contact Contact Contact Contact
Object
Region Region Region Region Region Region Region Region Region Region Region
Name
12 13 14 15 16 17 18 19 20 21 22
State Fully Defined
Scope
Scoping
Geometry Selection
Method
90
Contact 2 Faces 1 Face 1 Face
Faces
90
Target 2 Faces 1 Face 2 Faces 3 Faces 2 Faces 1 Face 2 Faces 1 Face
Faces
Contact
Solid
Bodies
Target
Solid
Bodies
Definition
Type Bonded
Scope
Automatic
Mode
Behavior Program Controlled
Trim
Program Controlled
Contact
Trim
1.6746e-002 m
Tolerance
Suppressed No
Advanced
Formulation Program Controlled

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Detection
Program Controlled
Method
Penetration
Program Controlled
Tolerance
Elastic Slip
Program Controlled
Tolerance
Normal
Program Controlled
Stiffness
Update
Program Controlled
Stiffness
Pinball
Program Controlled
Region
Geometric Modification
Contact
Geometry None
Correction
Target
Geometry None
Correction

TABLE 10
Model (A4, B4) > Connections > Contacts > Contact Regions
Contact Region Contact Region Contact Region Contact Region Contact Region
Object Name
23 24 25 26 27
State Fully Defined
Scope
Scoping Method Geometry Selection
Contact 1 Face
Target 1 Face
Contact Bodies Solid
Target Bodies Solid
Definition
Type Bonded
Scope Mode Automatic
Behavior Program Controlled
Trim Contact Program Controlled
Trim Tolerance 1.6746e-002 m
Suppressed No
Advanced
Formulation Program Controlled
Detection Method Program Controlled
Penetration Tolerance Program Controlled
Elastic Slip Tolerance Program Controlled
Normal Stiffness Program Controlled
Update Stiffness Program Controlled
Pinball Region Program Controlled
Geometric Modification
Contact Geometry
None
Correction
Target Geometry
None
Correction

Mesh
TABLE 11
Model (A4, B4) > Mesh
Object Name Mesh
State Solved
Display
Display Style Body Color
Defaults
Physics Preference Mechanical
Relevance 100

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Shape Checking Standard Mechanical

Element Midside Nodes Kept
Sizing
Size Function Adaptive
Relevance Center Fine
Element Size Default
Initial Size Seed Full Assembly
Smoothing Medium
Transition Slow
Span Angle Center Medium
Automatic Mesh Based Defeaturing Off
Minimum Edge Length 9.1e-003 m
Inflation
Use Automatic Inflation None
Inflation Option Total Thickness
Number of Layers 5
Growth Rate 1.2
Maximum Thickness 0.1 m
Inflation Algorithm Pre
View Advanced Options Yes
Collision Avoidance Stair Stepping
Gap Factor 1.
Maximum Height over Base 1
Growth Rate Type Geometric
Maximum Angle 140.0 °
Fillet Ratio 1
Use Post Smoothing Yes
Smoothing Iterations 10
Advanced
Number of CPUs for Parallel Part Meshing 2
Straight Sided Elements No
Number of Retries 0
Extra Retries For Assembly Yes
Rigid Body Behavior Dimensionally Reduced
Mesh Morphing Disabled
Triangle Surface Mesher Program Controlled
Topology Checking No
Pinch Tolerance 1.e-002 m
Generate Pinch on Refresh No
Statistics
Nodes 310902
Elements 152315
Mesh Metric None

TABLE 12
Model (A4, B4) > Mesh > Mesh Controls
Object Name Patch Conforming Method
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 17 Bodies
Definition
Suppressed No
Method Tetrahedrons
Algorithm Patch Conforming
Element Midside Nodes Kept

TABLE 13
Model (A4, B4) > Mesh Edit
Object Name Mesh Edit
State Solved

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Auto Detection
Generate Automatic Mesh Connections On Refresh No
Transparency
Enabled Yes

TABLE 14
Model (A4, B4) > Mesh Edit > Contact Match Group
Object Name Contact Match Group
State Meshed
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Suppressed No
Auto Detection
Tolerance Type Slider
Tolerance Slider 0.
Tolerance Value 2.0355e-002 m
Use Range No
Group By Bodies
Search Across Bodies
Statistics
Connections 17
Active Connections 17

TABLE 15
Model (A4, B4) > Mesh Edit > Contact Match Group > Mesh Connection
Contact Contact Contact Contact
Object Contact Contact Contact Contact Contact Contact Contact
Match Match Match Match
Name Match 3 Match 4 Match 5 Match 6 Match 7 Match 8 Match 9
10 11 12 13
State Meshed
Scope
Scoping
Geometry Selection
Method
Master
2 Faces 1 Face 2 Faces 1 Face 2 Faces 1 Face 2 Faces
Geometry
Slave
2 Faces 1 Face 2 Faces 1 Face 2 Faces 1 Face 2 Faces 1 Face
Geometry
Master
Solid
Bodies
Slave
Solid
Bodies
Definition
Scope
Automatic
Mode
Tolerance
Slider
Type
Tolerance
0.
Slider
Tolerance
2.0355e-002 m
Value
Suppressed No

TABLE 16
Model (A4, B4) > Mesh Edit > Contact Match Group > Mesh Connection
Contact Match Contact Match Contact Match Contact Match Contact Match Contact Match
Object Name
14 15 16 17 18 19
State Meshed
Scope
Scoping
Geometry Selection
Method
Master
1 Face 90 Faces 1 Face
Geometry

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Slave
2 Faces 90 Faces 3 Faces 2 Faces 1 Face
Geometry
Master Bodies Solid
Slave Bodies Solid
Definition
Scope Mode Automatic
Tolerance Type Slider
Tolerance
0.
Slider
Tolerance
2.0355e-002 m
Value
Suppressed No

Case 1: Normal Condition (A5)

TABLE 17
Model (A4, B4) > Analysis
Object Name Case 1: Normal Condition (A5)
State Solved
Definition
Physics Type Structural
Analysis Type Static Structural
Solver Target Mechanical APDL
Options
Environment Temperature 22. °C
Generate Input Only No

TABLE 18
Model (A4, B4) > Case 1: Normal Condition (A5) > Analysis Settings
Object Name Analysis Settings
State Fully Defined
Step Controls
Number Of Steps 1.
Current Step Number 1.
Step End Time 1. s
Auto Time Stepping Program Controlled
Solver Controls
Solver Type Program Controlled
Weak Springs Program Controlled
Solver Pivot Checking Program Controlled
Large Deflection Off
Inertia Relief Off
Restart Controls
Generate Restart Points Program Controlled
Retain Files After Full Solve No
Nonlinear Controls
Newton-Raphson Option Program Controlled
Force Convergence Program Controlled
Moment Convergence Program Controlled
Displacement Convergence Program Controlled
Rotation Convergence Program Controlled
Line Search Program Controlled
Stabilization Off
Output Controls
Stress Yes
Strain Yes
Nodal Forces No
Contact Miscellaneous No
General Miscellaneous No
Store Results At All Time Points
Analysis Data Management

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Solver Files Directory E:\Kabu\Bifurcation06.20_files\dp0\SYS\MECH\

Future Analysis None
Scratch Solver Files Directory
Save MAPDL db No
Delete Unneeded Files Yes
Nonlinear Solution No
Solver Units Active System
Solver Unit System mks

TABLE 19
Model (A4, B4) > Case 1: Normal Condition (A5) > Accelerations
Object Name Standard Earth Gravity
State Fully Defined
Scope
Geometry All Bodies
Definition
Coordinate System Global Coordinate System
X Component 0. m/s² (ramped)
Y Component -9.8066 m/s² (ramped)
Z Component 0. m/s² (ramped)
Suppressed No
Direction -Y Direction

FIGURE 1
Model (A4, B4) > Case 1: Normal Condition (A5) > Standard Earth Gravity

TABLE 20
Model (A4, B4) > Case 1: Normal Condition (A5) > Loads
Object Name Fixed Support Fixed Support 2 Fixed Support 3 Hydrostatic Pressure
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 1 Face 14 Faces
Definition
Type Fixed Support Hydrostatic Pressure
Suppressed No
Coordinate System Global Coordinate System
Fluid Density 1000. kg/m³

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Hydrostatic Acceleration
Define By Vector
Magnitude 9.81 m/s² (ramped)
Direction Defined
Free Surface Location
X Coordinate 0. m
Y Coordinate 243. m
Z Coordinate 0. m
Location Defined

FIGURE 2
Model (A4, B4) > Case 1: Normal Condition (A5) > Hydrostatic Pressure

Solution (A6)
TABLE 21
Model (A4, B4) > Case 1: Normal Condition (A5) > Solution
Object Name Solution (A6)
State Solved
Adaptive Mesh Refinement
Max Refinement Loops 1.
Refinement Depth 2.
Information
Status Done
MAPDL Elapsed Time 17 m 30 s
MAPDL Memory Used 1.9346 GB
MAPDL Result File Size 146.69 MB
Post Processing
Calculate Beam Section Results No

TABLE 22
Model (A4, B4) > Case 1: Normal Condition (A5) > Solution (A6) > Solution Information
Object Name Solution Information
State Solved
Solution Information
Solution Output Solver Output
Newton-Raphson Residuals 0
Identify Element Violations 0

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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, B4) > Case 1: Normal Condition (A5) > Solution (A6) > Results
Object Name Equivalent Stress Total Deformation Maximum Principal Stress
State Solved
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Type Equivalent (von-Mises) Stress Total Deformation Maximum Principal Stress
By Time
Display Time Last
Calculate Time History Yes
Identifier
Suppressed No
Integration Point Results
Display Option Averaged Averaged
Average Across Bodies No No
Results
Minimum 34453 Pa 0. m -8.2713e+007 Pa
Maximum 2.1451e+008 Pa 1.3948e-003 m 2.5937e+008 Pa
Minimum Occurs On Solid
Maximum Occurs On Solid
Information
Time 1. s
Load Step 1
Substep 1
Iteration Number 1

FIGURE 3
Model (A4, B4) > Case 1: Normal Condition (A5) > Solution (A6) > Equivalent Stress

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TABLE 24
Model (A4, B4) > Case 1: Normal Condition (A5) > Solution (A6) > Equivalent Stress
Time [s] Minimum [Pa] Maximum [Pa]
1. 34453 2.1451e+008

FIGURE 4
Model (A4, B4) > Case 1: Normal Condition (A5) > Solution (A6) > Total Deformation

TABLE 25
Model (A4, B4) > Case 1: Normal Condition (A5) > Solution (A6) > Total Deformation
Time [s] Minimum [m] Maximum [m]
1. 0. 1.3948e-003

FIGURE 5

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Model (A4, B4) > Case 1: Normal Condition (A5) > Solution (A6) > Maximum Principal Stress

TABLE 26
Model (A4, B4) > Case 1: Normal Condition (A5) > Solution (A6) > Maximum Principal Stress
Time [s] Minimum [Pa] Maximum [Pa]
1. -8.2713e+007 2.5937e+008

Case 2: HST Condition (B5)

TABLE 27
Model (A4, B4) > Analysis
Object Name Case 2: HST Condition (B5)
State Solved
Definition
Physics Type Structural
Analysis Type Static Structural
Solver Target Mechanical APDL
Options
Environment Temperature 22. °C
Generate Input Only No

TABLE 28
Model (A4, B4) > Case 2: HST Condition (B5) > Analysis Settings
Object Name Analysis Settings
State Fully Defined
Step Controls
Number Of Steps 1.
Current Step Number 1.
Step End Time 1. s
Auto Time Stepping Program Controlled
Solver Controls
Solver Type Program Controlled
Weak Springs Program Controlled
Solver Pivot Checking Program Controlled
Large Deflection Off
Inertia Relief Off
Restart Controls
Generate Restart Points Program Controlled

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Retain Files After Full Solve No

Nonlinear Controls
Newton-Raphson Option Program Controlled
Force Convergence Program Controlled
Moment Convergence Program Controlled
Displacement Convergence Program Controlled
Rotation Convergence Program Controlled
Line Search Program Controlled
Stabilization Off
Output Controls
Stress Yes
Strain Yes
Nodal Forces No
Contact Miscellaneous No
General Miscellaneous No
Store Results At All Time Points
Analysis Data Management
Solver Files Directory E:\Kabu\Bifurcation06.20_files\dp0\SYS-1\MECH\
Future Analysis None
Scratch Solver Files Directory
Save MAPDL db No
Delete Unneeded Files Yes
Nonlinear Solution No
Solver Units Active System
Solver Unit System mks

TABLE 29
Model (A4, B4) > Case 2: HST Condition (B5) > Accelerations
Object Name Standard Earth Gravity
State Fully Defined
Scope
Geometry All Bodies
Definition
Coordinate System Global Coordinate System
X Component 0. m/s² (ramped)
Y Component -9.8066 m/s² (ramped)
Z Component 0. m/s² (ramped)
Suppressed No
Direction -Y Direction

FIGURE 6
Model (A4, B4) > Case 2: HST Condition (B5) > Standard Earth Gravity

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TABLE 30
Model (A4, B4) > Case 2: HST Condition (B5) > Loads
Object Name Fixed Support Fixed Support 2 Fixed Support 3 Hydrostatic Pressure
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 1 Face 14 Faces
Definition
Type Fixed Support Hydrostatic Pressure
Suppressed No
Coordinate System Global Coordinate System
Fluid Density 1000. kg/m³
Hydrostatic Acceleration
Define By Vector
Magnitude 9.81 m/s² (ramped)
Direction Defined
Free Surface Location
X Coordinate 0. m
Y Coordinate 364.5 m
Z Coordinate 0. m
Location Defined

FIGURE 7
Model (A4, B4) > Case 2: HST Condition (B5) > Hydrostatic Pressure

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Solution (B6)
TABLE 31
Model (A4, B4) > Case 2: HST Condition (B5) > Solution
Object Name Solution (B6)
State Solved
Adaptive Mesh Refinement
Max Refinement Loops 1.
Refinement Depth 2.
Information
Status Done
MAPDL Elapsed Time 19 m 31 s
MAPDL Memory Used 1.9346 GB
MAPDL Result File Size 146.69 MB
Post Processing
Calculate Beam Section Results No

TABLE 32
Model (A4, B4) > Case 2: HST Condition (B5) > Solution (B6) > Solution Information
Object Name Solution Information
State Solved
Solution Information
Solution Output Solver Output
Newton-Raphson Residuals 0
Identify Element Violations 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 33

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Model (A4, B4) > Case 2: HST Condition (B5) > Solution (B6) > Results
Object Name Equivalent Stress Total Deformation Maximum Principal Stress
State Solved
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Type Equivalent (von-Mises) Stress Total Deformation Maximum Principal Stress
By Time
Display Time Last
Calculate Time History Yes
Identifier
Suppressed No
Integration Point Results
Display Option Averaged Averaged
Average Across Bodies No No
Results
Minimum 44796 Pa 0. m -1.2349e+008 Pa
Maximum 3.2227e+008 Pa 2.0749e-003 m 3.901e+008 Pa
Minimum Occurs On Solid
Maximum Occurs On Solid
Information
Time 1. s
Load Step 1
Substep 1
Iteration Number 1

FIGURE 8
Model (A4, B4) > Case 2: HST Condition (B5) > Solution (B6) > Equivalent Stress

TABLE 34
Model (A4, B4) > Case 2: HST Condition (B5) > Solution (B6) > Equivalent Stress
Time [s] Minimum [Pa] Maximum [Pa]
1. 44796 3.2227e+008

FIGURE 9
Model (A4, B4) > Case 2: HST Condition (B5) > Solution (B6) > Total Deformation

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TABLE 35
Model (A4, B4) > Case 2: HST Condition (B5) > Solution (B6) > Total Deformation
Time [s] Minimum [m] Maximum [m]
1. 0. 2.0749e-003

FIGURE 10
Model (A4, B4) > Case 2: HST Condition (B5) > Solution (B6) > Maximum Principal Stress

TABLE 36
Model (A4, B4) > Case 2: HST Condition (B5) > Solution (B6) > Maximum Principal Stress
Time [s] Minimum [Pa] Maximum [Pa]
1. -1.2349e+008 3.901e+008

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Material Data
Structural Steel
TABLE 37
Structural Steel > Constants
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

TABLE 38
Structural Steel > Compressive Ultimate Strength
Compressive Ultimate Strength Pa
0

TABLE 39
Structural Steel > Compressive Yield Strength
Compressive Yield Strength Pa
2.5e+008

TABLE 40
Structural Steel > Tensile Yield Strength
Tensile Yield Strength Pa
2.5e+008

TABLE 41
Structural Steel > Tensile Ultimate Strength
Tensile Ultimate Strength Pa
4.6e+008

TABLE 42
Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
Zero-Thermal-Strain Reference Temperature C
22

TABLE 43
Structural Steel > Alternating Stress Mean Stress
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

TABLE 44
Structural Steel > Strain-Life Parameters
Strength Strength Ductility Ductility Cyclic Strength Cyclic Strain Hardening
Coefficient Pa Exponent Coefficient Exponent Coefficient Pa Exponent
9.2e+008 -0.106 0.213 -0.47 1.e+009 0.2

TABLE 45
Structural Steel > Isotropic Elasticity
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 46
Structural Steel > Isotropic Relative Permeability
Relative Permeability
10000

TABLE 47
Structural Steel > Color
Red Green Blue
-1 -1 -1

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