Shear Stress
Subject:
Date Saturday, October 21, 2017
Comments:
Shear Stress
Subject:
Date Saturday, October 21, 2017
Comments:
Shear Stress
Subject:
Date Saturday, October 21, 2017
Comments:
Shear Stress
Subject:
Date Saturday, October 21, 2017
Comments:
Shear Stress
Subject:
Date Saturday, October 21, 2017
Comments:
Project
First Saved Saturday, October 21, 2017
Last Saved Saturday, October 21, 2017
Product Version 18.0 Release
Save Project Before Solution No
Save Project After Solution No
Contents
Units
Model (A4)
o Geometry
Solid
o Coordinate Systems
o Mesh
Body Sizing
o Static Structural (A5)
Analysis Settings
Loads
Solution (A6)
Solution Information
Results
Material Data
o 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 (m, kg, N, s, V, A) 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
C:\Users\MATIU\AppData\Local\Temp\WB_DESKTOP-
Source
M9QTER1_MATIU_10508_2\unsaved_project_files\dp0\SYS\DM\SYS.agdb
Type DesignModeler
Length Unit Meters
Element
Program Controlled
Control
Display Style Body Color
Bounding Box
Length X 0,25 m
Length Y 0,275 m
Length Z 1, m
Properties
Volume 1,25e-002 m
Mass 98,125 kg
Scale Factor
1,
Value
Statistics
Bodies 1
Active Bodies 1
Nodes 1616
Elements 209
Mesh Metric None
Basic Geometry Options
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 Instances Yes
Smart CAD
Yes
Update
Compare Parts
No
On Update
Attach File Via
Yes
Temp File
Temporary
C:\Users\MATIU\AppData\Local\Temp
Directory
Analysis Type 3-D
Decompose
Disjoint Yes
Geometry
Enclosure and
Symmetry Yes
Processing
TABLE 3
Model (A4) > Geometry > Parts
Object Name 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 0,25 m
Length Y 0,275 m
Length Z 1, m
Properties
Volume 1,25e-002 m
Mass 98,125 kg
Centroid X 0,125 m
Centroid Y 0,19375 m
Centroid Z 0,5 m
Moment of Inertia Ip1 8,899 kgm
Moment of Inertia Ip2 8,4352 kgm
Moment of Inertia Ip3 0,97997 kgm
Statistics
Nodes 1616
Elements 209
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, 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, ]
Mesh
TABLE 5
Model (A4) > Mesh
Object Name Mesh
State Solved
Display
Display Style Body Color
Defaults
Physics Preference Mechanical
Relevance 0
Element Midside Nodes Program Controlled
Sizing
Size Function Adaptive
Relevance Center Coarse
Element Size Default
Initial Size Seed Active Assembly
Transition Fast
Span Angle Center Coarse
Automatic Mesh Based Defeaturing On
Defeature Size Default
Minimum Edge Length 2,5e-002 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
Mesh Morphing Disabled
Triangle Surface Mesher Program Controlled
Topology Checking No
Pinch Tolerance Please Define
Generate Pinch on Refresh No
Statistics
Nodes 1616
Elements 209
TABLE 6
Model (A4) > Mesh > Mesh Controls
Object Name Body Sizing
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 1 Body
Definition
Suppressed No
Type Element Size
Element Size Default (5,3175e-002 m)
Advanced
Defeature Size Default
Behavior Soft
Static Structural (A5)
TABLE 7
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 8
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 Time 1, 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
Combined
Program Controlled
Restart Files
Nonlinear Controls
Newton-
Program Controlled
Raphson 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\MATIU\AppData\Local\Temp\WB_DESKTOP-
Directory M9QTER1_MATIU_10508_2\unsaved_project_files\dp0\SYS\MECH\
Future Analysis None
Scratch Solver
Files Directory
Save MAPDL db No
Delete
Yes
Unneeded Files
Nonlinear
No
Solution
Solver Units Active System
Solver Unit
mks
System
TABLE 9
Model (A4) > Static Structural (A5) > Loads
Object Name Fixed Support Pressure
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 1 Face
Definition
Type Fixed Support Pressure
Suppressed No
Define By Normal To
Applied By Surface Effect
Magnitude 2,e+005 Pa (ramped)
FIGURE 1
Model (A4) > Static Structural (A5) > Pressure
Solution (A6)
TABLE 10
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 14, s
MAPDL Memory Used 88, MB
MAPDL Result File Size 704, KB
Post Processing
Beam Section Results No
TABLE 11
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 12
Model (A4) > Static Structural (A5) > Solution (A6) > Results
Total
Object Name Equivalent Stress Shear Stress Normal Stress
Deformation
State Solved
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Total Equivalent (von-Mises)
Type Shear Stress Normal Stress
Deformation Stress
By Time
Display Time Last
Calculate Time
Yes
History
Identifier
Suppressed No
Orientation YZ Plane X Axis
Coordinate System Global Coordinate System
Results
-2,4881e+006 -1,2153e+007
Minimum 0, m 13648 Pa
Pa Pa
1,6173e+007
Maximum 4,125e-004 m 6,4473e+007 Pa 1,378e+007 Pa
Pa
Minimum Occurs
Solid
On
Maximum Occurs
Solid
On
Information
Time 1, s
Load Step 1
Substep 1
Iteration Number 1
Integration Point Results
Display Option Averaged
Average Across
No
Bodies
FIGURE 2
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation
TABLE 13
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation
Time [s] Minimum [m] Maximum [m]
1, 0, 4,125e-004
FIGURE 3
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress
TABLE 14
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress
Time [s] Minimum [Pa] Maximum [Pa]
1, 13648 6,4473e+007
FIGURE 4
Model (A4) > Static Structural (A5) > Solution (A6) > Shear Stress
TABLE 15
Model (A4) > Static Structural (A5) > Solution (A6) > Shear Stress
Time [s] Minimum [Pa] Maximum [Pa]
1, -2,4881e+006 1,6173e+007
FIGURE 5
Model (A4) > Static Structural (A5) > Solution (A6) > Normal Stress
TABLE 16
Model (A4) > Static Structural (A5) > Solution (A6) > Normal Stress
Time [s] Minimum [Pa] Maximum [Pa]
1, -1,2153e+007 1,378e+007
Material Data
Structural Steel
TABLE 17
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 18
Structural Steel > Color
Red Green Blue
132, 139, 179,
TABLE 19
Structural Steel > Compressive Ultimate Strength
Compressive Ultimate Strength Pa
0,
TABLE 20
Structural Steel > Compressive Yield Strength
Compressive Yield Strength Pa
2,5e+008
TABLE 21
Structural Steel > Tensile Yield Strength
Tensile Yield Strength Pa
2,5e+008
TABLE 22
Structural Steel > Tensile Ultimate Strength
Tensile Ultimate Strength Pa
4,6e+008
TABLE 23
Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
Zero-Thermal-Strain Reference Temperature C
22,
TABLE 24
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 25
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 26
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
TABLE 27
Structural Steel > Isotropic Relative Permeability
Relative Permeability
10000
