Project*

First Saved Thursday, October 10, 2024

Last Saved Thursday, October 10, 2024
Product Version 2024 R2
Save Project Before Solution No
Save Project After Solution No
 Contents
• Units

• Model (A4)
o Geometry Imports
▪ Geometry Import (A3)
o Geometry
▪ Beam (I)
o Materials
o Cross Sections
▪ I
o Coordinate Systems
o Mesh
o Static Structural (A5)
▪ Analysis Settings
▪ Loads
▪ Solution (A6)
▪ Solution Information
▪ Results

• Material Data
o 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)
TABLE 2
Model (A4) > Geometry Imports
Object Name Geometry Imports
State Solved

TABLE 3
Model (A4) > Geometry Imports > Geometry Import (A3)
Object
Geometry Import (A3)
Name
State Solved
Definition
Source C:\Users\egroj\AppData\Local\Temp\WB_egroj_19440_2\wbnew_files\dp0\SYS\DM\SYS.scdoc
Type SpaceClaim
Basic Geometry Options
Parameters Independent
 Parameter
Key
Advanced Geometry Options
Compare
Parts On No
Update
Analysis
3-D
Type

Geometry
TABLE 4
Model (A4) > Geometry
Object
Geometry
Name
State Fully Defined
Definition
Source C:\Users\egroj\AppData\Local\Temp\WB_egroj_19440_2\wbnew_files\dp0\SYS\DM\SYS.scdoc
Type SpaceClaim
Length Unit Meters
Element
Program Controlled
Control
Display
Body Color
Style
Bounding Box
Length X 2.5 m
Length Y 0. m
Length Z 6.123e-016 m
Properties
Volume 2.2492e-002 m³
Mass 176.56 kg
Scale
Factor 1.
Value
Statistics
Bodies 1
Active
1
Bodies
Nodes 47
Elements 23
Mesh Metric None
Update Options
Assign
Default No
Material
Basic Geometry Options
Solid
Yes
Bodies
Surface
Yes
Bodies
Line Bodies Yes
Parameters Independent
Parameter
Key
Attributes Yes
Attribute
Key
Named
Yes
Selections
Named
Selection
Key
Material
Yes
Properties
Advanced Geometry Options
Use
Yes
Associativity
Coordinate
Yes
Systems
Coordinate
System Key
Reader
Mode
Saves No
Updated
File
Use
Yes
Instances
Smart CAD
Yes
Update
Compare
Parts On No
Update
Analysis
3-D
Type
Mixed
Import None
Resolution
Import
Facet Source
Quality
Clean
Bodies On No
Import
Stitch
Surfaces None
On Import
Decompose
Disjoint Yes
Geometry
Enclosure
Yes
and
 Symmetry
Processing

TABLE 5
Model (A4) > Geometry > Parts
Object Name Beam (I)
State Meshed
Graphics Properties
Visible Yes
Transparency 1
Definition
Suppressed No
Model Type Beam
Stiffness Behavior Flexible
Coordinate System Default Coordinate System
Reference Temperature By Environment
Cross Section I
Offset Mode Refresh on Update
Offset Type Centroid
Treatment None
Material
Assignment Structural Steel
Nonlinear Effects Yes
Thermal Strain Effects Yes
Bounding Box
Length X 2.5 m
Length Y 0. m
Length Z 6.123e-016 m
Properties
Volume 2.2492e-002 m³
Mass 176.56 kg
Length 2.5 m
Cross Section Area 8.9967e-003 m²
Cross Section IYY 5.0478e-004 m²·m²
Cross Section IZZ 8.271e-006 m²·m²
Statistics
Nodes 47
Elements 23
Mesh Metric None
CAD Attributes
PartTolerance: 0.00000001
SCRootPartComponent
Color:143.175.143

TABLE 6
Model (A4) > Materials
Object Name Materials
State Fully Defined
Statistics
 Materials 1
Material Assignments 0

TABLE 7
Model (A4) > Cross Sections
Object Name Cross Sections
State Fully Defined
Statistics
Cross Sections 1

TABLE 8
Model (A4) > Cross Sections > I
Object Name I
State Fully Defined
Definition
Type I
Import Type Imported
Dimensions
W1 0.165 m
W2 0.165 m
W3 0.625 m
t1 1.1e-002 m
t2 1.1e-002 m
t3 8.9e-003 m
Physical Properties
Beam Section I
A 8.9967e-003 m²
Iyy 5.0478e-004 m²·m²
Izz 8.271e-006 m²·m²

Coordinate Systems
TABLE 9
Model (A4) > Coordinate Systems > Coordinate System
Object Name Global Coordinate System
State Fully Defined
Definition
Type Cartesian
Coordinate System ID 0.
Origin
Origin X 0. 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

Mesh
TABLE 10
Model (A4) > Mesh
Object Name Mesh
State Solved
Display
Display Style Use Geometry Setting
Defaults
Physics Preference Mechanical
Element Order Program Controlled
Element Size Default
Sizing
Use Adaptive Sizing Yes
Resolution Default (2)
Mesh Defeaturing Yes
Defeature Size Default
Transition Fast
Span Angle Center Coarse
Initial Size Seed Assembly
Bounding Box Diagonal 2.5 m
Average Surface Area 0.0 m²
Minimum Edge Length 0.5 m
Quality
Check Mesh Quality Yes, Errors
Error Limits Aggressive Mechanical
Target Element Quality Default (5.e-002)
Smoothing Medium
Mesh Metric None
Inflation
Use Automatic Inflation None
Inflation Option Smooth Transition
Transition Ratio 0.272
Maximum Layers 5
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 No
Rigid Body Behavior Dimensionally Reduced
Triangle Surface Mesher Program Controlled
Topology Checking Yes
 Pinch Tolerance Please Define
Generate Pinch on Refresh No
Statistics
Nodes 47
Elements 23
Show Detailed Statistics No

Static Structural (A5)

TABLE 11
Model (A4) > Analysis
Object Name Static Structural (A5)
State Solved
Definition
Physics Type Structural
Analysis Type Static Structural
Solver Target Mechanical APDL
Options
Environment Temperature 22. °C
Generate Input Only No

TABLE 12
Model (A4) > Static Structural (A5) > Analysis Settings
Object Name Analysis Settings
State Fully Defined
Step Controls
Number Of
1.
Steps
Current Step
1.
Number
Step End
1. s
Time
Auto Time
Program Controlled
Stepping
Solver Controls
Solver Type Program Controlled
Weak Springs Off
Solver Pivot
Program Controlled
Checking
Large
Off
Deflection
Inertia Relief Off
Quasi-Static
Off
Solution
Rotordynamics Controls
Coriolis Effect Off
Restart Controls
Generate
Program Controlled
Restart Points
 Retain Files
After Full No
Solve
Combine
Program Controlled
Restart Files
Nonlinear Controls
Newton-
Raphson Program Controlled
Option
Force
Program Controlled
Convergence
Moment
Program Controlled
Convergence
Displacement
Program Controlled
Convergence
Rotation
Program Controlled
Convergence
Line Search Program Controlled
Stabilization Program Controlled
Advanced
Inverse
No
Option
Contact Split
Program Controlled
(DMP)
Output Controls
Output
None
Selection
Stress Yes
Back Stress No
Strain Yes
Contact Data Yes
Nonlinear
No
Data
Nodal Forces No
Volume and
Yes
Energy
Euler Angles Yes
General
No
Miscellaneous
Contact
No
Miscellaneous
Store Results
All Time Points
At
Result File
Program Controlled
Compression
Analysis Data Management
Solver Files
C:\Users\egroj\AppData\Local\Temp\WB_egroj_19440_2\wbnew_files\dp0\SYS\MECH\
Directory
Future
None
Analysis
 Scratch
Solver Files
Directory
Save MAPDL
No
db
Contact
Program Controlled
Summary
Delete
Unneeded Yes
Files
Nonlinear
No
Solution
Solver Units Active System
Solver Unit
mks
System

TABLE 13
Model (A4) > Static Structural (A5) > Loads
Object Name Remote Displacement Remote Displacement 2 Force Force 2
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 1 Vertex
Coordinate System Global Coordinate System
X Coordinate 0. m 2.5 m
Y Coordinate 0. m
Z Coordinate 0. m 6.123e-016 m
Location Defined
Definition
Type Remote Displacement Force
X Component 0. m (ramped) 0. N (ramped)
Y Component 0. m (ramped) -1000. N (ramped)
Z Component 0. m (ramped) 0. N (ramped)
Rotation X 0. ° (ramped)
Rotation Y Free
Rotation Z 0. ° (ramped)
Suppressed No
Rotation X 0. ° (ramped)
Rotation Y Free
Rotation Z 0. ° (ramped)
Define By Components
Coordinate System Global Coordinate System
Advanced
Pinball Region All

FIGURE 1
Model (A4) > Static Structural (A5) > Remote Displacement
 FIGURE 2
Model (A4) > Static Structural (A5) > Remote Displacement 2
 FIGURE 3
Model (A4) > Static Structural (A5) > Force

FIGURE 4
Model (A4) > Static Structural (A5) > Force 2
Solution (A6)
TABLE 14
Model (A4) > Static Structural (A5) > Solution
Object Name Solution (A6)
State Solved
Adaptive Mesh Refinement
Max Refinement Loops 1.
Refinement Depth 2.
Information
Status Done
MAPDL Elapsed Time 3. s
MAPDL Memory Used 188. MB
MAPDL Result File Size 384. KB
Post Processing
Beam Section Results No
On Demand Stress/Strain No

TABLE 15
Model (A4) > Static Structural (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
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 16
Model (A4) > Static Structural (A5) > Solution (A6) > Results
Object Name Total Deformation Directional Deformation
State Solved
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Type Total Deformation Directional Deformation
By Time
Display Time Last
Separate Data by Entity No
Calculate Time History Yes
Identifier
Suppressed No
Orientation X Axis
Coordinate System Global Coordinate System
Results
Minimum 0. m
Maximum 9.183e-005 m 0. m
Average 4.6612e-005 m 0. m
Minimum Occurs On Beam (I)
Maximum Occurs On Beam (I)
Information
Time 1. s
Load Step 1
Substep 1
Iteration Number 1

FIGURE 5
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation
 TABLE 17
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation
Time [s] Minimum [m] Maximum [m] Average [m]
1. 0. 9.183e-005 4.6612e-005

FIGURE 6
Model (A4) > Static Structural (A5) > Solution (A6) > Directional Deformation
 TABLE 18
Model (A4) > Static Structural (A5) > Solution (A6) > Directional Deformation
Time [s] Minimum [m] Maximum [m] Average [m]
1. 0. 0. 0.

Material Data
Structural Steel
TABLE 19
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 20
Structural Steel > Color
Red Green Blue
132 139 179

TABLE 21
Structural Steel > Compressive Ultimate Strength
Compressive Ultimate Strength Pa
 0

TABLE 22
Structural Steel > Compressive Yield Strength
Compressive Yield Strength Pa
2.5e+008

TABLE 23
Structural Steel > Tensile Yield Strength
Tensile Yield Strength Pa
2.5e+008

TABLE 24
Structural Steel > Tensile Ultimate Strength
Tensile Ultimate Strength Pa
4.6e+008

TABLE 25
Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
Zero-Thermal-Strain Reference Temperature C
22

TABLE 26
Structural Steel > S-N Curve
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 27
Structural Steel > Strain-Life Parameters
Cyclic Strain
Strength Strength Ductility Ductility Cyclic Strength
Hardening
Coefficient Pa Exponent Coefficient Exponent Coefficient Pa
Exponent
9.2e+008 -0.106 0.213 -0.47 1.e+009 0.2

TABLE 28
Structural Steel > Isotropic Elasticity
Young's Modulus Pa Poisson's Ratio Bulk Modulus Pa Shear Modulus Pa Temperature C
2.e+011 0.3 1.6667e+011 7.6923e+010
 TABLE 29
Structural Steel > Isotropic Relative Permeability
Relative Permeability
10000