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Project
First Saved Sunday, August 8, 2021
Last Saved Sunday, August 8, 2021
Product Version 16.0 Release
Save Project Before Solution No
Save Project After Solution No

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Contents
l Units

l Model (A4)
¡ Geometry
n Parts
¡ Coordinate Systems
¡ Connections
n Contacts
n Contact Regions
¡ Mesh
¡ Named Selections
¡ Static Structural (A5)
n Analysis Settings
n Loads
n Solution (A6)
n Solution Information
n Results

l Material Data
¡ Structural Steel NL
¡ Structural Steel

Report Not Finalized

Not all objects described below are in a finalized state. As a result, data may be incomplete, obsolete or in error. View first state problem. To finalize this
report, edit objects as needed and solve the analyses.

Units
TABLE 1
Unit System Metric (mm, kg, N, s, mV, mA) Degrees rad/s Celsius
Angle Degrees
Rotational Velocity rad/s
Temperature Celsius

Model (A4)
Geometry
TABLE 2
Model (A4) > Geometry
Object Name Geometry
State Fully Defined
Definition
Source C:\Users\klievfam07\Desktop\mat123_files\dp0\SYS\DM\SYS.agdb
Type DesignModeler
Length Unit Meters
Element Control Program Controlled
Display Style Body Color
Bounding Box
Length X 1650. mm
Length Y 868.19 mm
Length Z 1818.9 mm
Properties
Volume 6.4261e+007 mm³
Mass 504.45 kg
Surface Area(approx.) 7.1988e+006 mm²
Scale Factor Value 1.
Statistics
Bodies 10
Active Bodies 10
Nodes 1386
Elements 1111
Mesh Metric None
Basic Geometry Options
Parameters Yes
Parameter Key DS
Attributes No
Named Selections No
Material Properties No

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Advanced Geometry Options

Use Associativity Yes
Coordinate Systems No
Reader Mode Saves Updated File No
Use Instances Yes
Smart CAD Update No
Compare Parts On Update No
Attach File Via Temp File Yes
Temporary Directory C:\Users\klievfam07\AppData\Local\Temp
Analysis Type 3-D
Decompose Disjoint Geometry Yes
Enclosure and Symmetry Processing Yes

TABLE 3
Model (A4) > Geometry > Parts
Surface Surface Surface Surface Surface Surface Surface Surface Surface Surface
Object Name
Body Body Body Body Body Body Body Body Body Body
State Meshed
Graphics Properties
Visible Yes
Transparency 1
Definition
Suppressed No
Stiffness
Flexible
Behavior
Coordinate
Default Coordinate System
System
Reference
By Environment
Temperature
Thickness 9. mm 8. mm 9. mm 8. mm 12. mm 11. mm 10. mm
Thickness
Manual
Mode
Offset Type Middle
Material
Assignment Structural Steel NL Structural Steel
Nonlinear
Yes
Effects
Thermal
Yes
Strain Effects
Bounding Box
Length X 90. mm 0. mm 1650. mm
Length Y 119.37 mm 743.63 mm 603.52 mm 743.63 mm 0. mm 223.3 mm 183.81 mm 10.852 mm 29.3 mm
Length Z 1100. mm 1818.9 mm 0. mm 1818.9 mm 450. mm 99.771 mm 0. mm 100. mm 270. mm
Properties
8.9623e+005 7.4695e+006 2.5054e+006 2.4928e+006 2.8374e+007 8.91e+006 4.4391e+006 3.0329e+006 1.6597e+006 4.4812e+006
Volume
mm³ mm³ mm³ mm³ mm³ mm³ mm³ mm³ mm³ mm³
Mass 7.0354 kg 58.635 kg 19.667 kg 19.569 kg 222.74 kg 69.944 kg 34.847 kg 23.808 kg 13.029 kg 35.177 kg
1.0888e-015 -5.9694e- -5.6072e- 8.5972e-014 4.5758e-014 -4.1808e- 2.4775e-013
Centroid X 4. mm 3.8577 mm 3.8847 mm
mm 014 mm 014 mm mm mm 014 mm mm
Centroid Y 1032.8 mm 773.81 mm 595.38 mm 535.96 mm 566.25 mm 245.04 mm 356.69 mm 336.94 mm 468.04 mm 429.19 mm
Centroid Z -2431.9 mm -2733.3 mm -2973.4 mm -2427.9 mm -2911.6 mm -2560.9 mm -2742. mm -2428.1 mm -2789.1 mm -2431. mm
Moment of 7.1776e+005 1.6451e+007 2.3802e+005 2.3784e+005 7.9581e+007 1.1803e+006 1.7371e+005 67033 10985 2.1622e+005
Inertia Ip1 kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm²
Moment of 7.2251e+005 1.4779e+007 3.9937e+006 3.9704e+006 1.2798e+008 1.7049e+007 7.9059e+006 5.4015e+006 2.9668e+006 8.197e+006
Inertia Ip2 kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm²
Moment of 4748.9 1.6723e+006 4.2317e+006 4.2083e+006 5.2631e+007 1.5868e+007 8.0796e+006 5.4685e+006 2.9558e+006 7.9808e+006
Inertia Ip3 kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm² kg·mm²
Surface Area 9.3369e+005 2.7837e+005 2.7698e+005 3.5468e+006 7.425e+005 4.0356e+005 3.0329e+005 1.6597e+005 4.4812e+005
99581 mm²
(approx.) mm² mm² mm² mm² mm² mm² mm² mm² mm²
Statistics
Nodes 26 409 67 456 114 76 57 38 76
Elements 12 351 41 414 90 54 36 18 54
Mesh Metric None

Coordinate Systems
TABLE 4
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. mm
Origin Y 0. mm
Origin Z 0. mm

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Directional Vectors
X Axis Data [ 1. 0. 0. ]
Y Axis Data [ 0. 1. 0. ]
Z Axis Data [ 0. 0. 1. ]

Connections
TABLE 5
Model (A4) > Connections
Object Name Connections
State Fully Defined
Auto Detection
Generate Automatic Connection On Refresh Yes
Transparency
Enabled Yes

TABLE 6
Model (A4) > 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 6.5118 mm
Use Range No
Face/Face Yes
Face/Edge No
Edge/Edge No
Priority Include All
Group By Bodies
Search Across Bodies
Statistics
Connections 3
Active Connections 3

TABLE 7
Model (A4) > Connections > Contacts > Contact Regions
Object Name Contact Region Contact Region 2 Contact Region 3
State Fully Defined
Scope
Scoping Method Geometry Selection
Contact 1 Face
Target 1 Face
Contact Bodies Surface Body
Target Bodies Surface Body
Contact Shell Face Program Controlled
Target Shell Face Program Controlled
Shell Thickness Effect No
Definition
Type Bonded
Scope Mode Automatic
Behavior Program Controlled
Trim Contact Program Controlled
Trim Tolerance 6.5118 mm
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 Correction None
Target Geometry Correction None

Mesh
TABLE 8

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Model (A4) > Mesh

Object Name Mesh
State Solved
Display
Display Style Body Color
Defaults
Physics Preference Mechanical
Relevance 0
Sizing
Use Advanced Size Function On: Curvature
Relevance Center Coarse
Initial Size Seed Active Assembly
Smoothing Medium
Span Angle Center Coarse
Curvature Normal Angle Default (30.0 °)
Min Size Default (18.6020 mm)
Max Face Size Default (93.0080 mm)
Growth Rate Default
Minimum Edge Length 41.9730 mm
Inflation
Use Automatic Inflation None
Inflation Option Smooth Transition
Transition Ratio 0.272
Maximum Layers 2
Growth Rate 1.2
Inflation Algorithm Pre
View Advanced Options No
Patch Conforming Options
Triangle Surface Mesher Program Controlled
Patch Independent Options
Topology Checking No
Advanced
Number of CPUs for Parallel Part Meshing Program Controlled
Shape Checking Standard Mechanical
Element Midside Nodes Program Controlled
Straight Sided Elements No
Number of Retries Default (4)
Extra Retries For Assembly Yes
Rigid Body Behavior Dimensionally Reduced
Mesh Morphing Disabled
Defeaturing
Use Sheet Thickness for Pinch No
Pinch Tolerance Default (16.7410 mm)
Generate Pinch on Refresh No
Sheet Loop Removal No
Automatic Mesh Based Defeaturing On
Defeaturing Tolerance Default (13.9510 mm)
Statistics
Nodes 1386
Elements 1111
Mesh Metric None

Named Selections
TABLE 9
Model (A4) > Named Selections > Named Selections
Object Name Problematic Geometry
State Suppressed
Scope
Scoping Method Geometry Selection
Geometry No Selection
Definition
Send to Solver Yes
Visible Yes
Program Controlled Inflation Exclude
Statistics
Type Manual
Total Selection No Selection
Suppressed 0
Used by Mesh Worksheet No

Static Structural (A5)

TABLE 10
Model (A4) > Analysis

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Object Name Static Structural (A5)

State Not Solved
Definition
Physics Type Structural
Analysis Type Static Structural
Solver Target Mechanical APDL
Options
Environment Temperature 22. °C
Generate Input Only No

TABLE 11
Model (A4) > Static Structural (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 Off
Define By Substeps
Number Of Substeps 20.
Solver Controls
Solver Type Program Controlled
Weak Springs Program Controlled
Solver Pivot Checking Program Controlled
Large Deflection On
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
Solver Files Directory C:\Users\klievfam07\Desktop\mat123_files\dp0\SYS\MECH\
Future Analysis None
Scratch Solver Files Directory
Save MAPDL db No
Delete Unneeded Files Yes
Nonlinear Solution Yes
Solver Units Active System
Solver Unit System nmm

TABLE 12
Model (A4) > Static Structural (A5) > Loads
Object Name Pressure Fixed Support Displacement
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 1 Face 6 Edges 13 Edges
Definition
Type Pressure Fixed Support Displacement
Define By Normal To Components
Magnitude 0.29 MPa (ramped)
Suppressed No
Coordinate System Global Coordinate System
X Component 0. mm (ramped)
Y Component Free
Z Component 0. mm (ramped)

FIGURE 1
Model (A4) > Static Structural (A5) > Pressure

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FIGURE 2
Model (A4) > Static Structural (A5) > Displacement

Solution (A6)
TABLE 13
Model (A4) > Static Structural (A5) > Solution
Object Name Solution (A6)
State Solve Failed
Adaptive Mesh Refinement
Max Refinement Loops 1.
Refinement Depth 2.
Information
Status Solve Required
Post Processing
Calculate Beam Section Results No

TABLE 14
Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information
Object Name Solution Information
State Solve Failed
Solution Information
Solution Output Solver Output
Newton-Raphson Residuals 0
Update Interval 2.5 s
Display Points All
FE Connection Visibility
Activate Visibility Yes

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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 15
Model (A4) > Static Structural (A5) > Solution (A6) > Results
Object Name Equivalent Stress Total Deformation Equivalent Elastic Strain
State Solve Failed
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Position Top/Bottom Top/Bottom
Definition
Type Equivalent (von-Mises) Stress Total Deformation Equivalent Elastic Strain
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
Maximum
Minimum Occurs On
Maximum Occurs On
Information
Time
Load Step 0
Substep 0
Iteration Number

Material Data
Structural Steel NL
TABLE 16
Structural Steel NL > Constants
Density 7.85e-006 kg mm^-3
Specific Heat 4.34e+005 mJ kg^-1 C^-1

TABLE 17
Structural Steel NL > Isotropic Elasticity
Temperature C Young's Modulus MPa Poisson's Ratio Bulk Modulus MPa Shear Modulus MPa
2.e+005 0.3 1.6667e+005 76923

TABLE 18
Structural Steel NL > Bilinear Isotropic Hardening
Yield Strength MPa Tangent Modulus MPa Temperature C
250 1450

Structural Steel
TABLE 19
Structural Steel > Constants
Density 7.85e-006 kg mm^-3
Coefficient of Thermal Expansion 1.2e-005 C^-1
Specific Heat 4.34e+005 mJ kg^-1 C^-1
Thermal Conductivity 6.05e-002 W mm^-1 C^-1
Resistivity 1.7e-004 ohm mm

TABLE 20
Structural Steel > Compressive Ultimate Strength
Compressive Ultimate Strength MPa
0

TABLE 21
Structural Steel > Compressive Yield Strength
Compressive Yield Strength MPa
250

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TABLE 22
Structural Steel > Tensile Yield Strength
Tensile Yield Strength MPa
250

TABLE 23
Structural Steel > Tensile Ultimate Strength
Tensile Ultimate Strength MPa
460

TABLE 24
Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
Reference Temperature C
22

TABLE 25
Structural Steel > Alternating Stress Mean Stress
Alternating Stress MPa Cycles Mean Stress MPa
3999 10 0
2827 20 0
1896 50 0
1413 100 0
1069 200 0
441 2000 0
262 10000 0
214 20000 0
138 1.e+005 0
114 2.e+005 0
86.2 1.e+006 0

TABLE 26
Structural Steel > Strain-Life Parameters
Strength Coefficient MPa Strength Exponent Ductility Coefficient Ductility Exponent Cyclic Strength Coefficient MPa Cyclic Strain Hardening Exponent
920 -0.106 0.213 -0.47 1000 0.2

TABLE 27
Structural Steel > Isotropic Elasticity
Temperature C Young's Modulus MPa Poisson's Ratio Bulk Modulus MPa Shear Modulus MPa
2.e+005 0.3 1.6667e+005 76923

TABLE 28
Structural Steel > Isotropic Relative Permeability
Relative Permeability
10000

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