Project

First Saved Saturday, May 8, 2021

Last Saved Saturday, May 8, 2021
Product Version 19.2 Release
Save Project Before Solution No
Save Project After Solution No
Contents
 Units

 Model (B4)
o Geometry
 Parts
o Materials
 Structural Steel
o Coordinate Systems
o Connections
 Contacts
 Contact Regions
o Mesh
o Static Structural (B5)
 Analysis Settings
 Loads
 Solution (B6)
 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 (B4)
Geometry
TABLE 2
Model (B4) > Geometry
Object Name Geometry
State Fully Defined
Definition
Source D:\conventional-leaf-spring-1.snapshot.22\sdfgh.STEP
Type Step
Length Unit Millimeters
Element Control Program Controlled
Display Style Body Color
Bounding Box
Length X 0.2933 m
Length Y 2.5002e-002 m
Length Z 4.7349e-002 m
Properties
Volume 5.3611e-005 m³
Mass 0.42085 kg
 Scale Factor Value 1.
Statistics
Bodies 5
Active Bodies 5
Nodes 79072
Elements 40255
Mesh Metric None
Update Options
Assign Default Material No
Basic Geometry Options
Solid Bodies Yes
Surface Bodies Yes
Line Bodies No
Parameters Independent
Parameter Key ANS;DS
Attributes No
Named Selections No
Material Properties No
Advanced Geometry Options
Use Associativity Yes
Coordinate Systems No
Reader Mode Saves Updated File No
Use Instances Yes
Smart CAD Update Yes
Compare Parts On Update No
Analysis Type 3-D
Mixed Import Resolution None
Clean Bodies On Import No
Stitch Surfaces On Import Yes
Decompose Disjoint Geometry Yes
Enclosure and Symmetry Processing Yes

TABLE 3
Model (B4) > Geometry > Parts
sdfgh- sdfgh- sdfgh- sdfgh- sdfgh-
Object Name
FreeParts FreeParts[2] FreeParts[3] FreeParts[4] FreeParts[5]
State Meshed
Graphics Properties
Visible Yes
Transparency 1
Definition
Suppressed No
Stiffness Behavior Flexible
Coordinate
Default Coordinate System
System
Reference
By Environment
Temperature
Behavior None
Material
Assignment Structural Steel
Nonlinear Effects Yes
Thermal Strain
Yes
Effects
 Bounding Box
Length X 0.18037 m 0.14029 m 0.2933 m 0.10021 m 0.23413 m
Length Y 2.5002e-002 m
1.0578e-002
Length Z 7.3477e-003 m 3.7349e-002 m 4.9562e-003 m 1.6445e-002 m
m
Properties
9.4872e-006 7.3576e-006 1.9209e-005 5.2632e-006 1.2295e-005
Volume
m³ m³ m³ m³ m³
7.4475e-002 5.7757e-002 4.1316e-002 9.6513e-002
Mass 0.15079 kg
kg kg kg kg
7.1961e-004 -1.2624e-003
Centroid X 5.3019e-004 m 6.0945e-004 m 5.2209e-004 m
m m
-5.0274e-005
Centroid Y 3.743e-005 m 1.6206e-005 m -2.711e-005 m 3.5276e-005 m
m
2.8013e-002
Centroid Z 2.4443e-002 m 4.1782e-002 m 2.1138e-002 m 3.2446e-002 m
m
Moment of Inertia 4.9597e-006 3.6186e-006 2.5913e-005 2.517e-006 7.4876e-006
Ip1 kg·m² kg·m² kg·m² kg·m² kg·m²
Moment of Inertia 2.0111e-004 9.4762e-005 1.4277e-003 3.4566e-005 4.4269e-004
Ip2 kg·m² kg·m² kg·m² kg·m² kg·m²
Moment of Inertia 2.0514e-004 9.8087e-005 1.42e-003 3.6999e-005 4.4687e-004
Ip3 kg·m² kg·m² kg·m² kg·m² kg·m²
Statistics
Nodes 16091 13539 23867 7208 18367
Elements 8194 6907 12135 3628 9391
Mesh Metric None

FIGURE 1
Model (B4) > Geometry > Figure
Coordinate Systems
TABLE 4
Model (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 5
Model (B4) > Connections
Object Name Connections
 State Fully Defined
Auto Detection
Generate Automatic Connection On Refresh Yes
Transparency
Enabled Yes

TABLE 6
Model (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 Slider
Tolerance Slider 0.
Tolerance Value 7.4537e-004 m
Use Range No
Face/Face Yes
Face Overlap Tolerance Off
Cylindrical Faces Include
Face/Edge No
Edge/Edge No
Priority Include All
Group By Bodies
Search Across Bodies
Statistics
Connections 4
Active Connections 4

TABLE 7
Model (B4) > Connections > Contacts > Contact Regions
Object Name Contact Region Contact Region 2 Contact Region 3 Contact Region 4
State Fully Defined
Scope
Scoping Method Geometry Selection
Contact 5 Faces 6 Faces 5 Faces 7 Faces
Target 6 Faces 5 Faces 8 Faces 6 Faces
sdfgh- sdfgh-
Contact Bodies sdfgh-FreeParts
FreeParts[2] FreeParts[3]
sdfgh- sdfgh- sdfgh- sdfgh-
Target Bodies
FreeParts[2] FreeParts[5] FreeParts[4] FreeParts[5]
Protected No
Definition
Type Bonded
Scope Mode Automatic
Behavior Program Controlled
Trim Contact Program Controlled
Trim Tolerance 7.4537e-004 m
Suppressed No
Advanced
 Formulation Program Controlled
Small Sliding 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 8
Model (B4) > 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 0.29815 m
Average Surface Area 2.6608e-004 m²
Minimum Edge Length 4.8948e-007 m
Quality
Check Mesh Quality Yes, Errors
Error Limits Standard Mechanical
Target Quality Default (0.050000)
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
View Advanced Options No
Advanced
 Number of CPUs for Parallel Part Meshing Program Controlled
Straight Sided Elements No
Number of Retries Default (4)
Rigid Body Behavior Dimensionally Reduced
Triangle Surface Mesher Program Controlled
Topology Checking Yes
Pinch Tolerance Please Define
Generate Pinch on Refresh No
Statistics
Nodes 79072
Elements 40255

FIGURE 2
Model (B4) > Mesh > Figure

Static Structural (B5)

TABLE 9
Model (B4) > Analysis
Object Name Static Structural (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 10
Model (B4) > Static Structural (B5) > Analysis Settings
Object Name Analysis Settings
State Fully Defined
Step Controls
Number Of Steps 10.
Current Step
9.
Number
Step End Time 9. s
Auto Time
Program Controlled
Stepping
Solver Controls
Solver Type Program Controlled
Weak Springs Off
Solver Pivot
Program Controlled
Checking
Large Deflection Off
Inertia Relief Off
Rotordynamics Controls
Coriolis Effect Off
Restart Controls
Generate Restart
Program Controlled
Points
Retain Files After
No
Full Solve
Combine Restart
Program Controlled
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 Off
Output Controls
Stress Yes
Strain Yes
Nodal Forces No
Contact
No
Miscellaneous
General
No
Miscellaneous
Store Results At All Time Points
 Analysis Data Management
Solver Files C:\Users\Abhinav\AppData\Local\Temp\WB_DESKTOP-
Directory LUS1DQO_Abhinav_15276_2\unsaved_project_files\dp0\SYS\MECH\
Future Analysis None
Scratch Solver
Files Directory
Save MAPDL db No
Contact
Program Controlled
Summary
Delete
Yes
Unneeded Files
Nonlinear
No
Solution
Solver Units Active System
Solver Unit
mks
System

TABLE 11
Model (B4) > Static Structural (B5) > Analysis Settings
Step-Specific "Step Controls"
Step Step End Time
1 1. s
2 2. s
3 3. s
4 4. s
5 5. s
6 6. s
7 7. s
8 8. s
9 9. s
10 10. s

TABLE 12
Model (B4) > Static Structural (B5) > Loads
Object Name Fixed Support Fixed Support 2 Force
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 2 Faces 1 Face 2 Faces
Definition
Type Fixed Support Force
Suppressed No
Define By Components
Coordinate System Global Coordinate System
X Component 0. N (ramped)
Y Component 0. N (ramped)
Z Component Tabular Data
Tabular Data
Independent Variable Time

FIGURE 3
Model (B4) > Static Structural (B5) > Force
 TABLE 13
Model (B4) > Static Structural (B5) > Force
Steps Time [s] X [N] Y [N] Z [N]
0. = 0. = 0. 0.
1
1. 0. 0. -3000.
2 2. = -4888.9
3 3. = -6777.8
4 4. = -8666.7
5 5. = -10556
6 6. = 0. = 0. = -12444
7 7. = -14333
8 8. = -16222
9 9. = -18111
10 10. -20000

FIGURE 4
Model (B4) > Static Structural (B5) > Figure
Solution (B6)
TABLE 14
Model (B4) > Static Structural (B5) > Solution
Object Name Solution (B6)
State Solved
Adaptive Mesh Refinement
Max Refinement Loops 1.
Refinement Depth 2.
Information
Status Done
MAPDL Elapsed Time 42. s
MAPDL Memory Used 2.2324 GB
MAPDL Result File Size 245.94 MB
Post Processing
Beam Section Results No
On Demand Stress/Strain No

TABLE 15
Model (B4) > Static Structural (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 16
Model (B4) > Static Structural (B5) > Solution (B6) > Results
Total Equivalent Elastic
Object Name Equivalent Stress Strain Energy
Deformation Strain
State Solved
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Total Equivalent Elastic Equivalent (von-Mises)
Type Strain Energy
Deformation Strain Stress
By Time
Display Time Last
Calculate Time
Yes
History
Identifier
Suppressed No
Results
Minimum 0. m 1.846e-010 m/m 15.265 Pa 1.9121e-019 J
Maximum 7.5563e-004 m 1.2333e-002 m/m 2.4241e+009 Pa 3.7412e-002 J
Average 5.8837e-004 m 7.6489e-004 m/m 1.4821e+008 Pa
Minimum Occurs
sdfgh-FreeParts[3]
On
Maximum Occurs sdfgh- sdfgh-
sdfgh-FreeParts[5]
On FreeParts FreeParts[3]
Total 5.745 J
Minimum Value Over Time
Minimum 0. m 2.7691e-011 m/m 2.2898 Pa 4.3023e-021 J
Maximum 0. m 1.846e-010 m/m 15.265 Pa 1.9121e-019 J
Maximum Value Over Time
Minimum 1.1334e-004 m 1.85e-003 m/m 3.6362e+008 Pa 8.4177e-004 J
Maximum 7.5563e-004 m 1.2333e-002 m/m 2.4241e+009 Pa 3.7412e-002 J
Information
Time 10. s
Load Step 10
Substep 1
Iteration Number 10
Integration Point Results
Display Option Averaged
Average Across
No
Bodies

FIGURE 5
Model (B4) > Static Structural (B5) > Solution (B6) > Total Deformation

TABLE 17
Model (B4) > Static Structural (B5) > Solution (B6) > Total Deformation
Time [s] Minimum [m] Maximum [m] Average [m]
1. 1.1334e-004 8.8256e-005
2. 1.8471e-004 1.4382e-004
3. 2.5607e-004 1.9939e-004
4. 3.2744e-004 2.5496e-004
5. 3.988e-004 3.1053e-004
0.
6. 4.7017e-004 3.661e-004
7. 5.4153e-004 4.2167e-004
8. 6.129e-004 4.7723e-004
9. 6.8426e-004 5.328e-004
10. 7.5563e-004 5.8837e-004

FIGURE 6
Model (B4) > Static Structural (B5) > Solution (B6) > Total Deformation > Figure
 FIGURE 7
Model (B4) > Static Structural (B5) > Solution (B6) > Equivalent Elastic Strain
 TABLE 18
Model (B4) > Static Structural (B5) > Solution (B6) > Equivalent Elastic Strain
Time [s] Minimum [m/m] Maximum [m/m] Average [m/m]
1. 2.7691e-011 1.85e-003 1.1473e-004
2. 4.5126e-011 3.0147e-003 1.8697e-004
3. 6.256e-011 4.1795e-003 2.5921e-004
4. 7.9995e-011 5.3443e-003 3.3145e-004
5. 9.743e-011 6.5091e-003 4.0369e-004
6. 1.1486e-010 7.6739e-003 4.7593e-004
7. 1.323e-010 8.8387e-003 5.4817e-004
8. 1.4973e-010 1.0003e-002 6.2041e-004
9. 1.6717e-010 1.1168e-002 6.9265e-004
10. 1.846e-010 1.2333e-002 7.6489e-004

FIGURE 8
Model (B4) > Static Structural (B5) > Solution (B6) > Equivalent Elastic Strain > Figure
 FIGURE 9
Model (B4) > Static Structural (B5) > Solution (B6) > Equivalent Stress
 TABLE 19
Model (B4) > Static Structural (B5) > Solution (B6) > Equivalent Stress
Time [s] Minimum [Pa] Maximum [Pa] Average [Pa]
1. 2.2898 3.6362e+008 2.2231e+007
2. 3.7315 5.9256e+008 3.6228e+007
3. 5.1733 8.215e+008 5.0225e+007
4. 6.615 1.0504e+009 6.4222e+007
5. 8.0567 1.2794e+009 7.822e+007
6. 9.4984 1.5083e+009 9.2217e+007
7. 10.94 1.7373e+009 1.0621e+008
8. 12.382 1.9662e+009 1.2021e+008
9. 13.824 2.1952e+009 1.3421e+008
10. 15.265 2.4241e+009 1.4821e+008

FIGURE 10
Model (B4) > Static Structural (B5) > Solution (B6) > Equivalent Stress > Figure
 FIGURE 11
Model (B4) > Static Structural (B5) > Solution (B6) > Strain Energy
 TABLE 20
Model (B4) > Static Structural (B5) > Solution (B6) > Strain Energy
Time [s] Minimum [J] Maximum [J] Total [J]
1. 4.3023e-021 8.4177e-004 0.12926
2. 1.1425e-020 2.2355e-003 0.34328
3. 2.196e-020 4.2966e-003 0.65979
4. 3.5905e-020 7.0251e-003 1.0788
5. 5.3262e-020 1.0421e-002 1.6003
6. 7.4029e-020 1.4484e-002 2.2243
7. 9.8208e-020 1.9215e-002 2.9507
8. 1.258e-019 2.4613e-002 3.7797
9. 1.568e-019 3.0679e-002 4.7111
10. 1.9121e-019 3.7412e-002 5.745

FIGURE 12
Model (B4) > Static Structural (B5) > Solution (B6) > Strain Energy > Figure
Material Data
Structural Steel
TABLE 21
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 22
Structural Steel > Color
Red Green Blue
132 139 179

TABLE 23
Structural Steel > Compressive Ultimate Strength
Compressive Ultimate Strength Pa
0
 TABLE 24
Structural Steel > Compressive Yield Strength
Compressive Yield Strength Pa
2.5e+008

TABLE 25
Structural Steel > Tensile Yield Strength
Tensile Yield Strength Pa
2.5e+008

TABLE 26
Structural Steel > Tensile Ultimate Strength
Tensile Ultimate Strength Pa
4.6e+008

TABLE 27
Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
Zero-Thermal-Strain Reference Temperature C
22

TABLE 28
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 29
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 30
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 31
Structural Steel > Isotropic Relative Permeability
Relative Permeability
10000