Post on 24-Nov-2015
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Project
First Saved 19 May, 2014
Last Saved 19 May, 2014
Product Version 15.0 Release
Save Project Before Solution No
Save Project After Solution No
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Contents
Units
Model (A4)
Geometry
Parts
Coordinate Systems
Connections
Contacts
Contact Regions
Mesh
Steady-State Electric Conduction (A5)
Analysis Settings
Loads
Solution (A6)
Solution Information
Results
Chart
Chart 2
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)
Geometry
TABLE 2Model (A4) > Geometry
ObjectName
Geometry
State Fully Defined
Definition
Source C:\Users\Ozan\AppData\Local\Temp\WB_OZANKULCU_Ozan_2236_2\unsaved_project_files\dp0\SYS\DM\SYS.agdb
Type DesignModeler
Length Unit Meters
ElementControl
Program Controlled
DisplayStyle Body Color
Bounding Box
Length X 4.5978e-002 m
Length Y 3.1e-002 m
Length Z 9.9e-003 m
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PropertiesVolume 2.0522e-006 m
Mass 1.6109e-002 kg
ScaleFactorValue
1.
Statistics
Bodies 5
ActiveBodies
5
Nodes 36960
Elements 15750
Mesh Metric None
Basic Geometry Options
Parameters Yes
ParameterKey
DS
Attributes No
NamedSelections
No
MaterialProperties
No
Advanced Geometry Options
UseAssociativity
Yes
CoordinateSystems
No
ReaderMode SavesUpdated File
No
UseInstances
Yes
Smart CADUpdate
No
CompareParts On
UpdateNo
Attach FileVia Temp
FileYes
TemporaryDirectory
C:\Users\Ozan\AppData\Local\Temp
AnalysisType
3-D
DecomposeDisjoint
GeometryYes
Enclosureand
SymmetryProcessing
Yes
TABLE 3Model (A4) > Geometry > Parts
Object Name SURF SURF SURF SURF SURF
State Meshed Hidden Meshed
Graphics Properties
Visible Yes No Yes
Transparency 1 1
Definition
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Suppressed No
Stiffness Behavior Flexible
Coordinate System Default Coordinate System
Reference Temperature By Environment
Material
Assignment Structural Steel
Nonlinear Effects Yes
Thermal Strain Effects Yes
Bounding Box
Length X 2.2e-002 m 1.4978e-002 m 2.7e-002 m 3.9e-002 m 2.3e-002 m
Length Y 1.1e-002 m 1.7483e-002 m 2.7e-002 m 3.1e-002 m 8.0001e-004 m
Length Z 5.e-003 m 6.e-003 m 1.e-004 m 8.e-004 m
Properties
Volume 4.9075e-008 m 1.4191e-007 m 1.7287e-006 m 1.209e-007 m 1.1561e-008 m
Mass 3.8524e-004 kg 1.114e-003 kg 1.357e-002 kg 9.4907e-004 kg 9.0754e-005 kg
Centroid X 0.1178 m 9.8728e-002 m 0.11771 m
Centroid Y 0.27704 m 0.27776 m 0.27104 m
Centroid Z -9.85e-003 m -1.079e-002 m -1.1969e-002 m -4.3532e-003 m -1.079e-002 m
Moment of Inertia Ip1 8.2467e-009 kgm 1.1438e-008 kgm 1.2169e-006 kgm 7.6005e-008 kgm 7.2013e-012 kgm
Moment of Inertia Ip2 2.342e-008 kgm 2.87e-009 kgm 1.2169e-006 kgm 1.2029e-007 kgm 3.988e-009 kgm
Moment of Inertia Ip3 2.9571e-008 kgm 1.0114e-008 kgm 2.3406e-006 kgm 1.963e-007 kgm 3.988e-009 kgm
Statistics
Nodes 10071 14447 6533 3721 2188
Elements 4472 5685 3532 1654 407
Mesh Metric None
FIGURE 1Model (A4) > Geometry > SURF > Figure
Coordinate Systems
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TABLE 4Model (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. ]
Connections
TABLE 5Model (A4) > Connections
Object Name Connections
State Fully Defined
Auto Detection
Generate Automatic Connection On Refresh Yes
Transparency
Enabled Yes
TABLE 6Model (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 1.4082e-004 m
Use Range No
Face/Face Yes
Face/Edge No
Edge/Edge No
Priority Include All
Group By Bodies
Search Across Bodies
TABLE 7Model (A4) > 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 7 Faces 1 Face 2 Faces
Target 2 Faces 1 Face 2 Faces
Contact Bodies SURF
Target Bodies SURF
Definition
Type Bonded
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Scope Mode AutomaticBehavior Program Controlled
Trim Contact Program Controlled
Trim Tolerance 1.4082e-004 m
Suppressed No
Advanced
Formulation Program Controlled
Detection Method Program Controlled
Elastic Slip Tolerance Program Controlled
Electric Conductance Program Controlled
Pinball Region Program Controlled
Geometric Modification
Contact Geometry Correction None
Mesh
TABLE 8Model (A4) > Mesh
Object Name Mesh
State Solved
Defaults
Physics Preference Mechanical
Relevance 0
Sizing
Use Advanced Size Function Off
Relevance Center Coarse
Element Size Default
Initial Size Seed Active Assembly
Smoothing Medium
Transition Fast
Span Angle Center Coarse
Minimum Edge Length 1.3528e-005 m
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
Patch Conforming Options
Triangle Surface Mesher Program Controlled
Patch Independent Options
Topology Checking Yes
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
Pinch Tolerance Please Define
Generate Pinch on Refresh No
Automatic Mesh Based Defeaturing On
Defeaturing Tolerance Default
Statistics
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Nodes 36960
Elements 15750
Mesh Metric None
Steady-State Electric Conduction (A5)
TABLE 9Model (A4) > Analysis
Object Name Steady-State Electric Conduction (A5)
State Solved
Definition
Physics Type Electric
Analysis Type Steady-State Electric Conduction
Solver Target Mechanical APDL
Options
Environment Temperature 22. C
Generate Input Only No
TABLE 10Model (A4) > Steady-State Electric Conduction (A5) > Analysis Settings
Object Name Analysis Settings
State Fully Defined
Step Controls
Number Of Steps 60.
Current StepNumber
1.
Step End Time 1. s
Auto TimeStepping
Program Controlled
Solver Controls
Solver Type Program Controlled
Nonlinear Controls
Line Search Program Controlled
VoltageConvergence
Program Controlled
CurrentConvergence
Program Controlled
Output Controls
GeneralMiscellaneous
No
Store Results At All Time Points
Analysis Data Management
Solver FilesDirectory
C:\Users\Ozan\AppData\Local\Temp\WB_OZANKULCU_Ozan_2236_2\unsaved_project_files\dp0\SYS\MECH\
Future Analysis None
Scratch SolverFiles Directory
Save MAPDL db No
Delete UnneededFiles
Yes
Nonlinear Solution No
Solver Units Active System
Solver UnitSystem mks
TABLE 11Model (A4) > Steady-State Electric Conduction (A5) > Analysis Settings
Step-Specific "Step Controls"
Step Step End Time
1 1. s
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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
11 11. s
12 12. s
13 13. s
14 14. s
15 15. s
16 16. s
17 17. s
18 18. s
19 19. s
20 20. s
21 21. s
22 22. s
23 23. s
24 24. s
25 25. s
26 26. s
27 27. s
28 28. s
29 29. s
30 30. s
31 31. s
32 32. s
33 33. s
34 34. s
35 35. s
36 36. s
37 37. s
38 38. s
39 39. s
40 40. s
41 41. s
42 42. s
43 43. s
44 44. s
45 45. s
46 46. s
47 47. s
48 48. s
49 49. s
50 50. s
51 51. s
52 52. s
53 53. s
54 54. s
55 55. s
56 56. s
57 57. s
58 58. s
59 59. s
60 60. s
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TABLE 12Model (A4) > Steady-State Electric Conduction (A5) > Loads
Object Name Voltage Thermal Condition
State Fully Defined
Scope
Scoping Method Geometry Selection
Geometry 1 Face 1 Body
Definition
Type Voltage Thermal Condition
Magnitude Tabular Data
Phase Angle 0.
Suppressed No
Tabular Data
Independent Variable Time
FIGURE 2Model (A4) > Steady-State Electric Conduction (A5) > Voltage
TABLE 13Model (A4) > Steady-State Electric Conduction (A5) > Voltage
Steps Time [s] Voltage [V]
10.
220.1.
2 2.
3 3.
4 4.
5 5.
6 6.
7 7.
8 8.
9 9.
10 10.
11 11.
12 12.
13 13.
14 14.
15 15.
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16 16.
= 220.
17 17.
18 18.
19 19.
20 20.
21 21.
22 22.
23 23.
24 24.
25 25.
26 26.
27 27.
28 28.
29 29.
30 30.
31 31.
32 32.
33 33.
34 34.
35 35.
36 36.
37 37.
38 38.
39 39.
40 40.
41 41.
42 42.
43 43.
44 44.
45 45.
46 46.
47 47.
48 48.
49 49.
50 50.
51 51.
52 52.
53 53.
54 54.
55 55.
56 56.
57 57.
58 58.
59 59.
60 60. 220.
FIGURE 3Model (A4) > Steady-State Electric Conduction (A5) > Thermal Condition
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TABLE 14Model (A4) > Steady-State Electric Conduction (A5) > Thermal Condition
Steps Time [s] Temperature [C]
10.
25.1.
2 2. = 25.203
3 3. = 25.407
4 4. = 25.61
5 5. = 25.814
6 6. = 26.017
7 7. = 26.22
8 8. = 26.424
9 9. = 26.627
10 10. = 26.831
11 11. = 27.034
12 12. = 27.237
13 13. = 27.441
14 14. = 27.644
15 15. = 27.847
16 16. = 28.051
17 17. = 28.254
18 18. = 28.458
19 19. = 28.661
20 20. = 28.864
21 21. = 29.068
22 22. = 29.271
23 23. = 29.475
24 24. = 29.678
25 25. = 29.881
26 26. = 30.085
27 27. = 30.288
28 28. = 30.492
29 29. = 30.695
30 30. = 30.898
31 31. = 31.102
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32 32. = 31.305
33 33. = 31.508
34 34. = 31.712
35 35. = 31.915
36 36. = 32.119
37 37. = 32.322
38 38. = 32.525
39 39. = 32.729
40 40. = 32.932
41 41. = 33.136
42 42. = 33.339
43 43. = 33.542
44 44. = 33.746
45 45. = 33.949
46 46. = 34.153
47 47. = 34.356
48 48. = 34.559
49 49. = 34.763
50 50. = 34.966
51 51. = 35.169
52 52. = 35.373
53 53. = 35.576
54 54. = 35.78
55 55. = 35.983
56 56. = 36.186
57 57. = 36.39
58 58. = 36.593
59 59. = 36.797
60 60. 37.
Solution (A6)
TABLE 15Model (A4) > Steady-State Electric Conduction (A5) > Solution
Object Name Solution (A6)
State Solved
Adaptive Mesh Refinement
Max Refinement Loops 1.
Refinement Depth 2.
Information
Status Done
TABLE 16Model (A4) > Steady-State Electric Conduction (A5) > Solution (A6) > Solution Information
Object Name Solution Information
State Solved
Solution Information
Solution Output Solver Output
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
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TABLE 17Model (A4) > Steady-State Electric Conduction (A5) > Solution (A6) > Results
Object Name Joule Heat Total Current Density
State Solved
Scope
Scoping Method Geometry Selection
Geometry All Bodies
Definition
Type Joule Heat Total Current Density
By Time
Display Time Last
Calculate Time History Yes
Identifier
Suppressed No
Results
Minimum 0. W/m 0. A/m
Maximum 4.8103e-005 W/m 78.741 A/m
Minimum Occurs On SURF
Maximum Occurs On SURF
Minimum Value Over Time
Minimum 0. W/m 0. A/m
Maximum 0. W/m 0. A/m
Maximum Value Over Time
Minimum 4.8097e-005 W/m 78.739 A/m
Maximum 0.55121 W/m 1535. A/m
Information
Time 60. s
Load Step 60
Substep 1
Iteration Number 60
Integration Point Results
Display Option Averaged
Average Across Bodies No
FIGURE 4Model (A4) > Steady-State Electric Conduction (A5) > Solution (A6) > Joule Heat
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TABLE 18Model (A4) > Steady-State Electric Conduction (A5) > Solution (A6) > Joule Heat
Time [s] Minimum [W/m] Maximum [W/m]
1.
0.
0.55121
2.4.8097e-005
3.
4.
4.8103e-005
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
55.
56.
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57.
58.
59.
60.
FIGURE 5Model (A4) > Steady-State Electric Conduction (A5) > Solution (A6) > Joule Heat > Figure
FIGURE 6Model (A4) > Steady-State Electric Conduction (A5) > Solution (A6) > Total Current Density
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TABLE 19Model (A4) > Steady-State Electric Conduction (A5) > Solution (A6) > Total Current Density
Time [s] Minimum [A/m] Maximum [A/m]
1.
0.
1535.
2. 78.739
3.
78.74
4.
5.
6.
7.
8.
78.7519.
10.
11. 78.752
12. 78.751
13. 78.74
14. 78.751
15. 78.752
16.78.751
17.
18.78.752
19.
20.
78.74121.
22.
23.78.74
24.
25.
78.74126.
27.
28.
29.
78.7430.
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31.
32.
78.741
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43. 78.74
44.
78.741
45.
46.
47.
48.
49.
50.
51.
52.78.74
53.
54.
78.75155.
56.
57.78.752
58.
59.78.741
60.
FIGURE 7Model (A4) > Steady-State Electric Conduction (A5) > Solution (A6) > Total Current Density > Figure
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Chart
FIGURE 8Model (A4) > Chart
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TABLE 20Model (A4) > Chart
Steps Time [s] [A] Joule Heat (Min) [W/m] [B] Joule Heat (Max) [W/m]
1 1.
0.
0.55121
2 2.4.8097e-005
3 3.
4 4.
4.8103e-005
5 5.
6 6.
7 7.
8 8.
9 9.
10 10.
11 11.
12 12.
13 13.
14 14.
15 15.
16 16.
17 17.
18 18.
19 19.
20 20.
21 21.
22 22.
23 23.
24 24.
25 25.
26 26.
27 27.
28 28.
29 29.
30 30.
31 31.
32 32.
33 33.
34 34.
35 35.
36 36.
37 37.
38 38.
39 39.
40 40.
41 41.
42 42.
43 43.
44 44.
45 45.
46 46.
47 47.
48 48.
49 49.
50 50.
51 51.
52 52.
53 53.
54 54.
55 55.
56 56.
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57 57.
58 58.
59 59.
60 60.
Chart 2
FIGURE 9Model (A4) > Chart 2
TABLE 21Model (A4) > Chart 2
Steps Time [s] [A] Total Current Density (Min) [A/m] [B] Total Current Density (Max) [A/m]
1 1. 1535.
2 2. 78.739
3 3.
78.74
4 4.
5 5.
6 6.
7 7.
8 8.
78.7519 9.
10 10.
11 11. 78.752
12 12. 78.751
13 13. 78.74
14 14. 78.751
15 15. 78.752
16 16.78.751
17 17.
18 18.78.752
19 19.
20 20.
78.74121 21.
22 22.
23 23.
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0.
78.7424 24.
25 25.
78.74126 26.
27 27.
28 28.
29 29.
78.7430 30.
31 31.
32 32.
78.741
33 33.
34 34.
35 35.
36 36.
37 37.
38 38.
39 39.
40 40.
41 41.
42 42.
43 43. 78.74
44 44.
78.741
45 45.
46 46.
47 47.
48 48.
49 49.
50 50.
51 51.
52 52.78.74
53 53.
54 54.
78.75155 55.
56 56.
57 57.78.752
58 58.
59 59.78.741
60 60.
Material Data
Structural Steel
TABLE 22Structural 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 23Structural Steel > Compressive Ultimate Strength
Compressive Ultimate Strength Pa
0
TABLE 24Structural Steel > Compressive Yield Strength
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Compressive Yield Strength Pa
2.5e+008
TABLE 25Structural Steel > Tensile Yield Strength
Tensile Yield Strength Pa
2.5e+008
TABLE 26Structural Steel > Tensile Ultimate Strength
Tensile Ultimate Strength Pa
4.6e+008
TABLE 27Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
Reference Temperature C
22
TABLE 28Structural 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 29Structural Steel > Strain-Life Parameters
Strength CoefficientPa
StrengthExponent
DuctilityCoefficient
DuctilityExponent
Cyclic StrengthCoefficient Pa
Cyclic Strain HardeningExponent
9.2e+008 -0.106 0.213 -0.47 1.e+009 0.2
TABLE 30Structural 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 31Structural Steel > Isotropic Relative Permeability
Relative Permeability
10000