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Подписываем
|
First Saved |
Tuesday, December 24, 2013 |
|
Last Saved |
Tuesday, December 24, 2013 |
|
Product Version |
15.0 Release |
|
Save Project Before Solution |
No |
|
Save Project After Solution |
No |
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.
TABLE 1
|
Unit System |
Metric (mm, kg, N, s, mV, mA) Degrees rad/s Celsius |
|
Angle |
Degrees |
|
Rotational Velocity |
rad/s |
|
Temperature |
Celsius |
TABLE 2
Model (B4) > Geometry
|
Object Name |
Geometry |
|
State |
Fully Defined |
|
Definition |
|
|
Source |
C:\Users\Грант\AppData\Local\Temp\WB_NOTE_Грант_5744_2\unsaved_project_files\dp0\Geom\DM\Geom.agdb |
|
Type |
DesignModeler |
|
Length Unit |
Meters |
|
Element Control |
Program Controlled |
|
Display Style |
Body Color |
|
Bounding Box |
|
|
Length X |
814,06 mm |
|
Length Y |
500, mm |
|
Length Z |
800, mm |
|
Properties |
|
|
Volume |
1,2232e+007 mm³ |
|
Mass |
96,019 kg |
|
Scale Factor Value |
1, |
|
Statistics |
|
|
Bodies |
1 |
|
Active Bodies |
1 |
|
Nodes |
3369 |
|
Elements |
1590 |
|
Mesh Metric |
None |
|
Basic Geometry Options |
|
|
Parameters |
Yes |
|
Parameter Key |
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 |
No |
|
Compare Parts On Update |
No |
|
Attach File Via Temp File |
Yes |
|
Temporary Directory |
C:\Users\Грант\AppData\Local\Temp |
|
Analysis Type |
3-D |
|
Decompose Disjoint Geometry |
Yes |
|
Enclosure and Symmetry Processing |
Yes |
TABLE 3
Model (B4) > Geometry > Parts
|
Object Name |
Деталь |
|
State |
Meshed |
|
Graphics Properties |
|
|
Visible |
Yes |
|
Transparency |
1 |
|
Definition |
|
|
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 |
814,06 mm |
|
Length Y |
500, mm |
|
Length Z |
800, mm |
|
Properties |
|
|
Volume |
1,2232e+007 mm³ |
|
Mass |
96,019 kg |
|
Centroid X |
111,76 mm |
|
Centroid Y |
-174,04 mm |
|
Centroid Z |
-6,9764e-005 mm |
|
Moment of Inertia Ip1 |
6,7906e+006 kg·mm² |
|
Moment of Inertia Ip2 |
1,1226e+007 kg·mm² |
|
Moment of Inertia Ip3 |
7,57e+006 kg·mm² |
|
Statistics |
|
|
Nodes |
3369 |
|
Elements |
1590 |
|
Mesh Metric |
None |
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, mm |
|
Origin Y |
0, mm |
|
Origin Z |
0, mm |
|
Directional Vectors |
|
|
X Axis Data |
[ 1, 0, 0, ] |
|
Y Axis Data |
[ 0, 1, 0, ] |
|
Z Axis Data |
[ 0, 0, 1, ] |
TABLE 5
Model (B4) > 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 |
6,7170 mm |
|
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 |
|
|
Nodes |
3369 |
|
Elements |
1590 |
|
Mesh Metric |
None |
TABLE 6
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 7
Model (B4) > Static Structural (B5) > Analysis Settings
|
Object Name |
Analysis Settings |
|
State |
Fully Defined |
|
Step Controls |
|
|
Number Of Steps |
10, |
|
Current Step Number |
1, |
|
Step End Time |
1, s |
|
Auto Time Stepping |
Program Controlled |
|
Solver Controls |
|
|
Solver Type |
Program Controlled |
|
Weak Springs |
Program Controlled |
|
Large Deflection |
Off |
|
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\Грант\AppData\Local\Temp\WB_NOTE_Грант_5744_2\unsaved_project_files\dp0\SYS\MECH\ |
|
Future Analysis |
None |
|
Scratch Solver Files Directory |
|
|
Save MAPDL db |
No |
|
Delete Unneeded Files |
Yes |
|
Nonlinear Solution |
No |
|
Solver Units |
Active System |
|
Solver Unit System |
nmm |
TABLE 8
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 9
Model (B4) > Static Structural (B5) > Accelerations
|
Object Name |
Standard Earth Gravity |
|
State |
Fully Defined |
|
Scope |
|
|
Geometry |
All Bodies |
|
Definition |
|
|
Coordinate System |
Global Coordinate System |
|
X Component |
0, mm/s² (ramped) |
|
Y Component |
-9806,6 mm/s² (ramped) |
|
Z Component |
0, mm/s² (ramped) |
|
Suppressed |
No |
|
Direction |
-Y Direction |
FIGURE 1
Model (B4) > Static Structural (B5) > Standard Earth Gravity
TABLE 10
Model (B4) > Static Structural (B5) > Loads
|
Object Name |
Pressure |
Fixed Support |
|
State |
Fully Defined |
|
|
Scope |
||
|
Scoping Method |
Geometry Selection |
|
|
Geometry |
1 Face |
|
|
Definition |
||
|
Type |
Pressure |
Fixed Support |
|
Define By |
Vector |
|
|
Magnitude |
Tabular Data |
|
|
Direction |
Defined |
|
|
Suppressed |
No |
FIGURE 2
Model (B4) > Static Structural (B5) > Pressure
TABLE 11
Model (B4) > Static Structural (B5) > Pressure
|
Steps |
Time [s] |
Pressure [MPa] |
|
1 |
0, |
0, |
|
1, |
||
|
2 |
2, |
= 11111 |
|
3 |
3, |
= 22222 |
|
4 |
4, |
= 33333 |
|
5 |
5, |
= 44444 |
|
6 |
6, |
= 55556 |
|
7 |
7, |
= 66667 |
|
8 |
8, |
= 77778 |
|
9 |
9, |
= 88889 |
|
10 |
10, |
1,e+005 |
TABLE 12
Model (B4) > Static Structural (B5) > Solution
|
Object Name |
Solution (B6) |
|
State |
Solve Failed |
|
Adaptive Mesh Refinement |
|
|
Max Refinement Loops |
1, |
|
Refinement Depth |
2, |
|
Information |
|
|
Status |
Solve Required |
TABLE 13
Model (B4) > Static Structural (B5) > Solution (B6) > 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 |
|
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 14
Model (B4) > Static Structural (B5) > Solution (B6) > Results
|
Object Name |
Equivalent Elastic Strain |
Total Deformation |
|
State |
Solved |
|
|
Scope |
||
|
Scoping Method |
Geometry Selection |
|
|
Geometry |
All Bodies |
|
|
Definition |
||
|
Type |
Equivalent Elastic Strain |
Total Deformation |
|
By |
Time |
|
|
Display Time |
Last |
|
|
Calculate Time History |
Yes |
|
|
Identifier |
||
|
Suppressed |
No |
|
|
Integration Point Results |
||
|
Display Option |
Averaged |
|
|
Average Across Bodies |
No |
|
|
Results |
||
|
Minimum |
1,094e-011 mm/mm |
0, mm |
|
Maximum |
3,3995e-005 mm/mm |
0,2902 mm |
|
Minimum Value Over Time |
||
|
Minimum |
1,094e-011 mm/mm |
0, mm |
|
Maximum |
1,094e-011 mm/mm |
0, mm |
|
Maximum Value Over Time |
||
|
Minimum |
3,3995e-005 mm/mm |
0,2902 mm |
|
Maximum |
3,3995e-005 mm/mm |
0,2902 mm |
|
Information |
||
|
Time |
1, s |
|
|
Load Step |
1 |
|
|
Substep |
1 |
|
|
Iteration Number |
1 |
TABLE 15
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 16
Structural Steel > Compressive Ultimate Strength
|
Compressive Ultimate Strength MPa |
|
0, |
TABLE 17
Structural Steel > Compressive Yield Strength
|
Compressive Yield Strength MPa |
|
250, |
TABLE 18
Structural Steel > Tensile Yield Strength
|
Tensile Yield Strength MPa |
|
250, |
TABLE 19
Structural Steel > Tensile Ultimate Strength
|
Tensile Ultimate Strength MPa |
|
460, |
TABLE 20
Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
|
Reference Temperature C |
|
22, |
TABLE 21
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 22
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 23
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 24
Structural Steel > Isotropic Relative Permeability
|
Relative Permeability |
|
10000 |