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Mechanical_Report_Files/Logo.png=20
Project
First Saved Thursday, May 10, 2018=09
Last Saved Thursday, May 10, 2018=09
Product Version 18.1 Release=09
Save Project Before Solution No=09
Save Project After Solution No=09
Mechanical_Report_Files/Figure0001.png
Contents
* Units
* Model (A4)
* Geometry
* Parts
* Coordinate Systems
* Connections
* Contacts
* Contact Regions
* Mesh
* Static Structural (A5)
* Analysis Settings
* Standard Earth Gravity
* Fixed Support
* Solution (A6)
* Solution Information
* Results
* Material Data
* Material 1
* Material 2
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.=20
Units
TABLE 1
Unit System Metric (m, kg, N, s, V, A) Degrees rad/s Celsius=09
Angle Degrees=09
Rotational Velocity rad/s=09
Temperature Celsius=09
Model (A4)
Geometry
TABLE 2
Model (A4) > Geometry
Object Name Geometry=09
State Fully Defined=09
Definition=09
Source
C:\Users\AdminIU2\Desktop\18.05.18\LabWork1_of_Urazbaev\LabWork1_Part2\L
abWork1_part2_files\dp0\SYS\DM\SYS.scdoc=09
Type SpaceClaim=09
Length Unit Meters=09
Element Control Program Controlled=09
Display Style Body Color=09
Bounding Box=09
Length X 8,e-003 m=09
Length Y 1,1e-002 m=09
Length Z 4,3e-003 m=09
Properties=09
Volume 8,7469e-008 m?=09
Mass 5,3416e-004 kg=09
Scale Factor Value 1,=09
Statistics=09
Bodies 3=09
Active Bodies 3=09
Nodes 4871=09
Elements 714=09
Mesh Metric None=09
Basic Geometry Options=09
Solid Bodies Yes=09
Surface Bodies Yes=09
Line Bodies Yes=09
Parameters Independent=09
Parameter Key =09
Attributes Yes=09
Attribute Key =09
Named Selections Yes=09
Named Selection Key =09
Material Properties Yes=09
Advanced Geometry Options=09
Use Associativity Yes=09
Coordinate Systems Yes=09
Coordinate System Key =09
Reader Mode Saves Updated File No=09
Use Instances Yes=09
Smart CAD Update Yes=09
Compare Parts On Update No=09
Attach File Via Temp File Yes=09
Temporary Directory C:\Users\AdminIU2\AppData\Local\Temp=09
Analysis Type 3-D=09
Mixed Import Resolution None=09
Decompose Disjoint Geometry Yes=09
Enclosure and Symmetry Processing Yes=09
TABLE 3
Model (A4) > Geometry > Parts
Object Name =ED=C1=D1=D4=CE=C9=CB =CB=D2=C5=CD=CE=C9=C5=D7=D9=CA\Solid1 =
=EB=C1=D4=D5=DB=CB=C1 =CD=C5=C4=CE=C1=D1\Solid1
=EB=C1=D4=D5=DB=CB=C1 =CD=C5=C4=CE=C1=D1\Solid1=09
State Meshed=09
Graphics Properties=09
Visible Yes=09
Transparency 1=09
Definition=09
Suppressed No=09
Stiffness Behavior Flexible=09
Coordinate System Default Coordinate System=09
Reference Temperature By Environment=09
Behavior None=09
Material=09
Assignment Material 1 Material 2=09
Nonlinear Effects Yes=09
Thermal Strain Effects Yes=09
Bounding Box=09
Length X 8,e-003 m 6,e-003 m=09
Length Y 1,1e-002 m 6,e-003 m=09
Length Z 3,e-004 m 2,e-003 m=09
Properties=09
Volume 2,4642e-008 m? 3,1414e-008 m?=09
Mass 5,6677e-005 kg 2,3874e-004 kg=09
Centroid X 4,7806e-021 m -2,6225e-011 m=09
Centroid Y 1,4408e-004 m -1,7004e-019 m=09
Centroid Z 8,2967e-021 m 1,15e-003 m -1,15e-003 m=09
Moment of Inertia Ip1 5,0455e-010 kg=9Em=9D 8,5421e-010 kg=9Em=9D=09
Moment of Inertia Ip2 3,0476e-010 kg=9Em=9D 8,5421e-010 kg=9Em=9D=09
Moment of Inertia Ip3 8,0845e-010 kg=9Em=9D 1,5493e-009 kg=9Em=9D=09
Statistics=09
Nodes 1627 1622=09
Elements 202 256=09
Mesh Metric None=09
CAD Attributes=09
PartTolerance: 0,00000001=09
Color:143.149.175 =09
Coordinate Systems
TABLE 4
Model (A4) > Coordinate Systems > Coordinate System
Object Name Global Coordinate System=09
State Fully Defined=09
Definition=09
Type Cartesian=09
Coordinate System ID 0, =09
Origin=09
Origin X 0, m=09
Origin Y 0, m=09
Origin Z 0, m=09
Directional Vectors=09
X Axis Data [ 1, 0, 0, ]=09
Y Axis Data [ 0, 1, 0, ]=09
Z Axis Data [ 0, 0, 1, ]=09
Connections
TABLE 5
Model (A4) > Connections
Object Name Connections=09
State Fully Defined=09
Auto Detection=09
Generate Automatic Connection On Refresh Yes=09
Transparency=09
Enabled Yes=09
TABLE 6
Model (A4) > Connections > Contacts
Object Name Contacts=09
State Fully Defined=09
Definition=09
Connection Type Contact=09
Scope=09
Scoping Method Geometry Selection=09
Geometry All Bodies=09
Auto Detection=09
Tolerance Type Slider=09
Tolerance Slider 0,=09
Tolerance Value 3,5662e-005 m=09
Use Range No=09
Face/Face Yes=09
Face Overlap Tolerance Off=09
Cylindrical Faces Include=09
Face/Edge No=09
Edge/Edge No=09
Priority Include All=09
Group By Bodies=09
Search Across Bodies=09
Statistics=09
Connections 2=09
Active Connections 2=09
TABLE 7
Model (A4) > Connections > Contacts > Contact Regions
Object Name Contact Region Contact Region 2=09
State Fully Defined=09
Scope=09
Scoping Method Geometry Selection=09
Contact 1 Face=09
Target 1 Face=09
Contact Bodies =ED=C1=D1=D4=CE=C9=CB =
=CB=D2=C5=CD=CE=C9=C5=D7=D9=CA\Solid1=09
Target Bodies =EB=C1=D4=D5=DB=CB=C1 =CD=C5=C4=CE=C1=D1\Solid1=09
Definition=09
Type Bonded=09
Scope Mode Automatic=09
Behavior Program Controlled=09
Trim Contact Program Controlled=09
Trim Tolerance 3,5662e-005 m=09
Suppressed No=09
Advanced=09
Formulation Program Controlled=09
Detection Method Program Controlled=09
Penetration Tolerance Program Controlled=09
Elastic Slip Tolerance Program Controlled=09
Normal Stiffness Program Controlled=09
Update Stiffness Program Controlled=09
Pinball Region Program Controlled=09
Geometric Modification=09
Contact Geometry Correction None=09
Target Geometry Correction None=09
Mesh
TABLE 8
Model (A4) > Mesh
Object Name Mesh=09
State Solved=09
Display=09
Display Style Body Color=09
Defaults=09
Physics Preference Mechanical=09
Relevance 0=09
Element Order Program Controlled=09
Sizing=09
Size Function Adaptive=09
Relevance Center Coarse=09
Element Size Default=09
Initial Size Seed Assembly=09
Transition Fast=09
Span Angle Center Coarse=09
Automatic Mesh Based Defeaturing On=09
Defeature Size Default=09
Minimum Edge Length 7,e-005 m=09
Quality=09
Check Mesh Quality Yes, Errors=09
Error Limits Standard Mechanical=09
Target Quality Default (0.050000)=09
Smoothing Medium=09
Mesh Metric None=09
Inflation=09
Use Automatic Inflation None=09
Inflation Option Smooth Transition=09
Transition Ratio 0,272=09
Maximum Layers 5=09
Growth Rate 1,2=09
Inflation Algorithm Pre=09
View Advanced Options No=09
Advanced=09
Number of CPUs for Parallel Part Meshing Program Controlled=09
Straight Sided Elements No=09
Number of Retries Default (4)=09
Rigid Body Behavior Dimensionally Reduced=09
Mesh Morphing Disabled=09
Triangle Surface Mesher Program Controlled=09
Topology Checking No=09
Pinch Tolerance Please Define=09
Generate Pinch on Refresh No=09
Statistics=09
Nodes 4871=09
Elements 714=09
Static Structural (A5)
TABLE 9
Model (A4) > Analysis
Object Name Static Structural (A5)=09
State Solved=09
Definition=09
Physics Type Structural=09
Analysis Type Static Structural=09
Solver Target Mechanical APDL=09
Options=09
Environment Temperature 22, =9CC=09
Generate Input Only No=09
TABLE 10
Model (A4) > Static Structural (A5) > Analysis Settings
Object Name Analysis Settings=09
State Fully Defined=09
Step Controls=09
Number Of Steps 1,=09
Current Step Number 1,=09
Step End Time 1, s=09
Auto Time Stepping Program Controlled=09
Solver Controls=09
Solver Type Program Controlled=09
Weak Springs Off=09
Solver Pivot Checking Program Controlled=09
Large Deflection Off=09
Inertia Relief Off=09
Rotordynamics Controls=09
Coriolis Effect Off=09
Restart Controls=09
Generate Restart Points Program Controlled=09
Retain Files After Full Solve No=09
Combined Restart Files Program Controlled=09
Nonlinear Controls=09
Newton-Raphson Option Program Controlled=09
Force Convergence Program Controlled=09
Moment Convergence Program Controlled=09
Displacement Convergence Program Controlled=09
Rotation Convergence Program Controlled=09
Line Search Program Controlled=09
Stabilization Off=09
Output Controls=09
Stress Yes=09
Strain Yes=09
Nodal Forces No=09
Contact Miscellaneous No=09
General Miscellaneous No=09
Store Results At All Time Points=09
Analysis Data Management=09
Solver Files Directory
C:\Users\AdminIU2\Desktop\18.05.18\LabWork1_of_Urazbaev\LabWork1_Part2\L
abWork1_part2_files\dp0\SYS\MECH\=09
Future Analysis None=09
Scratch Solver Files Directory =09
Save MAPDL db No=09
Delete Unneeded Files Yes=09
Nonlinear Solution No=09
Solver Units Active System=09
Solver Unit System mks=09
TABLE 11
Model (A4) > Static Structural (A5) > Accelerations
Object Name Standard Earth Gravity=09
State Fully Defined=09
Scope=09
Geometry All Bodies=09
Definition=09
Coordinate System Global Coordinate System=09
X Component 0, m/s=9D (ramped)=09
Y Component 0, m/s=9D (ramped)=09
Z Component -9,8066 m/s=9D (ramped)=09
Suppressed No=09
Direction -Z Direction=09
FIGURE 1
Model (A4) > Static Structural (A5) > Standard Earth Gravity
Mechanical_Report_Files/Figure0002.png
TABLE 12
Model (A4) > Static Structural (A5) > Loads
Object Name Fixed Support=09
State Fully Defined=09
Scope=09
Scoping Method Geometry Selection=09
Geometry 2 Faces=09
Definition=09
Type Fixed Support=09
Suppressed No=09
Solution (A6)
TABLE 13
Model (A4) > Static Structural (A5) > Solution
Object Name Solution (A6)=09
State Solved=09
Adaptive Mesh Refinement=09
Max Refinement Loops 1,=09
Refinement Depth 2,=09
Information=09
Status Done=09
MAPDL Elapsed Time 6, s=09
MAPDL Memory Used 93, MB=09
MAPDL Result File Size 1,5625 MB=09
Post Processing=09
Beam Section Results No=09
TABLE 14
Model (A4) > Static Structural (A5) > Solution (A6) > Solution
Information
Object Name Solution Information=09
State Solved=09
Solution Information=09
Solution Output Solver Output=09
Newton-Raphson Residuals 0=09
Identify Element Violations 0=09
Update Interval 2,5 s=09
Display Points All=09
FE Connection Visibility=09
Activate Visibility Yes=09
Display All FE Connectors=09
Draw Connections Attached To All Nodes=09
Line Color Connection Type=09
Visible on Results No=09
Line Thickness Single=09
Display Type Lines=09
TABLE 15
Model (A4) > Static Structural (A5) > Solution (A6) > Results
Object Name Equivalent Stress Total Deformation=09
State Solved=09
Scope=09
Scoping Method Geometry Selection=09
Geometry All Bodies=09
Definition=09
Type Equivalent (von-Mises) Stress Total Deformation=09
By Time=09
Display Time Last=09
Calculate Time History Yes=09
Identifier =09
Suppressed No=09
Integration Point Results=09
Display Option Averaged =09
Average Across Bodies No =09
Results=09
Minimum 3,5164 Pa 0, m=09
Maximum 6,8316e+007 Pa 1,0928e-004 m=09
Minimum Occurs On =ED=C1=D1=D4=CE=C9=CB =
=CB=D2=C5=CD=CE=C9=C5=D7=D9=CA\Solid1=09
Maximum Occurs On =ED=C1=D1=D4=CE=C9=CB =
=CB=D2=C5=CD=CE=C9=C5=D7=D9=CA\Solid1=09
Information=09
Time 1, s=09
Load Step 1=09
Substep 1=09
Iteration Number 1=09
FIGURE 2
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress
Mechanical_Report_Files/Figure0003.png
TABLE 16
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress
Time [s] Minimum [Pa] Maximum [Pa]=09
1, 3,5164 6,8316e+007=09
FIGURE 3
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation
Mechanical_Report_Files/Figure0004.png
TABLE 17
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation
Time [s] Minimum [m] Maximum [m]=09
1, 0, 1,0928e-004=09
Material Data=20
Material 1
TABLE 18
Material 1 > Constants
Density 2300, kg m^-3=09
TABLE 19
Material 1 > Appearance=20
Red Green Blue =09
178, 72, 33,=09
TABLE 20
Material 1 > Isotropic Elasticity=20
Temperature C Young's Modulus Pa Poisson's Ratio Bulk
Modulus Pa Shear Modulus Pa=09
1,09e+011 0,266 7,7635e+010 4,3049e+010=09
Material 2
TABLE 21
Material 2 > Constants
Density 7600, kg m^-3=09
TABLE 22
Material 2 > Appearance=20
Red Green Blue =09
82, 178, 88,=09
TABLE 23
Material 2 > Isotropic Elasticity=20
Temperature C Young's Modulus Pa Poisson's Ratio Bulk
Modulus Pa Shear Modulus Pa=09
1,1e+011 0,32 1,0185e+011 4,1667e+010=09
------=_NextPart_001_0002_01D3F1E3.95ECCA30
Content-Type: text/html
Content-Transfer-Encoding: 8bit
Project
First Saved | Thursday, May 10, 2018 |
---|
Last Saved | Thursday, May 10, 2018 |
---|
Product Version | 18.1 Release |
---|
Save Project Before Solution | No |
---|
Save Project After Solution | No |
---|
![Mechanical_Report_Files/Figure0001.png](Mechanical_Report_Files/Figure0001.png)
Contents
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.
TABLE 1
Unit System | Metric (m, kg, N, s, V, A) Degrees rad/s Celsius |
---|
Angle | Degrees |
---|
Rotational Velocity | rad/s |
---|
Temperature | Celsius |
---|
TABLE 2
Model (A4) > Geometry
Object Name | Geometry |
---|
State | Fully Defined |
---|
Definition |
---|
Source | C:\Users\AdminIU2\Desktop\18.05.18\LabWork1_of_Urazbaev\LabWork1_Part2\LabWork1_part2_files\dp0\SYS\DM\SYS.scdoc |
---|
Type | SpaceClaim |
---|
Length Unit | Meters |
---|
Element Control | Program Controlled |
---|
Display Style | Body Color |
---|
Bounding Box |
---|
Length X | 8,e-003 m |
---|
Length Y | 1,1e-002 m |
---|
Length Z | 4,3e-003 m |
---|
Properties |
---|
Volume | 8,7469e-008 m? |
---|
Mass | 5,3416e-004 kg |
---|
Scale Factor Value | 1, |
---|
Statistics |
---|
Bodies | 3 |
---|
Active Bodies | 3 |
---|
Nodes | 4871 |
---|
Elements | 714 |
---|
Mesh Metric | None |
---|
Basic Geometry Options |
---|
Solid Bodies | Yes |
---|
Surface Bodies | Yes |
---|
Line Bodies | Yes |
---|
Parameters | Independent |
---|
Parameter Key | |
---|
Attributes | Yes |
---|
Attribute Key | |
---|
Named Selections | Yes |
---|
Named Selection Key | |
---|
Material Properties | Yes |
---|
Advanced Geometry Options |
---|
Use Associativity | Yes |
---|
Coordinate Systems | Yes |
---|
Coordinate System Key | |
---|
Reader Mode Saves Updated File | No |
---|
Use Instances | Yes |
---|
Smart CAD Update | Yes |
---|
Compare Parts On Update | No |
---|
Attach File Via Temp File | Yes |
---|
Temporary Directory | C:\Users\AdminIU2\AppData\Local\Temp |
---|
Analysis Type | 3-D |
---|
Mixed Import Resolution | None |
---|
Decompose Disjoint Geometry | Yes |
---|
Enclosure and Symmetry Processing | Yes |
---|
TABLE 3
Model (A4) > Geometry > Parts
Object Name | Маятник кремниевый\Solid1 | Катушка медная\Solid1 | Катушка медная\Solid1 |
---|
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 | Material 1 | Material 2 |
---|
Nonlinear Effects | Yes |
---|
Thermal Strain Effects | Yes |
---|
Bounding Box |
---|
Length X | 8,e-003 m | 6,e-003 m |
---|
Length Y | 1,1e-002 m | 6,e-003 m |
---|
Length Z | 3,e-004 m | 2,e-003 m |
---|
Properties |
---|
Volume | 2,4642e-008 m? | 3,1414e-008 m? |
---|
Mass | 5,6677e-005 kg | 2,3874e-004 kg |
---|
Centroid X | 4,7806e-021 m | -2,6225e-011 m |
---|
Centroid Y | 1,4408e-004 m | -1,7004e-019 m |
---|
Centroid Z | 8,2967e-021 m | 1,15e-003 m | -1,15e-003 m |
---|
Moment of Inertia Ip1 | 5,0455e-010 kg·m² | 8,5421e-010 kg·m² |
---|
Moment of Inertia Ip2 | 3,0476e-010 kg·m² | 8,5421e-010 kg·m² |
---|
Moment of Inertia Ip3 | 8,0845e-010 kg·m² | 1,5493e-009 kg·m² |
---|
Statistics |
---|
Nodes | 1627 | 1622 |
---|
Elements | 202 | 256 |
---|
Mesh Metric | None |
---|
CAD Attributes |
---|
PartTolerance: | 0,00000001 |
---|
Color:143.149.175 | |
---|
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, ] |
---|
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 | 3,5662e-005 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 | 2 |
---|
Active Connections | 2 |
---|
TABLE 7
Model (A4) > Connections > Contacts > Contact Regions
Object Name | Contact Region | Contact Region 2 |
---|
State | Fully Defined |
---|
Scope |
---|
Scoping Method | Geometry Selection |
---|
Contact | 1 Face |
---|
Target | 1 Face |
---|
Contact Bodies | Маятник кремниевый\Solid1 |
---|
Target Bodies | Катушка медная\Solid1 |
---|
Definition |
---|
Type | Bonded |
---|
Scope Mode | Automatic |
---|
Behavior | Program Controlled |
---|
Trim Contact | Program Controlled |
---|
Trim Tolerance | 3,5662e-005 m |
---|
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 |
---|
TABLE 8
Model (A4) > Mesh
Object Name | Mesh |
---|
State | Solved |
---|
Display |
---|
Display Style | Body Color |
---|
Defaults |
---|
Physics Preference | Mechanical |
---|
Relevance | 0 |
---|
Element Order | Program Controlled |
---|
Sizing |
---|
Size Function | Adaptive |
---|
Relevance Center | Coarse |
---|
Element Size | Default |
---|
Initial Size Seed | Assembly |
---|
Transition | Fast |
---|
Span Angle Center | Coarse |
---|
Automatic Mesh Based Defeaturing | On |
---|
Defeature Size | Default |
---|
Minimum Edge Length | 7,e-005 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 | 4871 |
---|
Elements | 714 |
---|
TABLE 9
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 10
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 | Program Controlled |
---|
Solver Controls |
---|
Solver Type | Program Controlled |
---|
Weak Springs | Off |
---|
Solver Pivot Checking | Program Controlled |
---|
Large Deflection | Off |
---|
Inertia Relief | Off |
---|
Rotordynamics Controls |
---|
Coriolis Effect | Off |
---|
Restart Controls |
---|
Generate Restart Points | Program Controlled |
---|
Retain Files After Full Solve | No |
---|
Combined Restart Files | Program Controlled |
---|
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\AdminIU2\Desktop\18.05.18\LabWork1_of_Urazbaev\LabWork1_Part2\LabWork1_part2_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 | mks |
---|
TABLE 11
Model (A4) > Static Structural (A5) > Accelerations
Object Name | Standard Earth Gravity |
---|
State | Fully Defined |
---|
Scope |
---|
Geometry | All Bodies |
---|
Definition |
---|
Coordinate System | Global Coordinate System |
---|
X Component | 0, m/s² (ramped) |
---|
Y Component | 0, m/s² (ramped) |
---|
Z Component | -9,8066 m/s² (ramped) |
---|
Suppressed | No |
---|
Direction | -Z Direction |
---|
FIGURE 1
Model (A4) > Static Structural (A5) > Standard Earth Gravity
![Mechanical_Report_Files/Figure0002.png](Mechanical_Report_Files/Figure0002.png)
TABLE 12
Model (A4) > Static Structural (A5) > Loads
Object Name | Fixed Support |
---|
State | Fully Defined |
---|
Scope |
---|
Scoping Method | Geometry Selection |
---|
Geometry | 2 Faces |
---|
Definition |
---|
Type | Fixed Support |
---|
Suppressed | No |
---|
TABLE 13
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 | 6, s |
---|
MAPDL Memory Used | 93, MB |
---|
MAPDL Result File Size | 1,5625 MB |
---|
Post Processing |
---|
Beam Section Results | No |
---|
TABLE 14
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 15
Model (A4) > Static Structural (A5) > Solution (A6) > Results
Object Name | Equivalent Stress | Total Deformation |
---|
State | Solved |
---|
Scope |
---|
Scoping Method | Geometry Selection |
---|
Geometry | All Bodies |
---|
Definition |
---|
Type | Equivalent (von-Mises) Stress | 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 | 3,5164 Pa | 0, m |
---|
Maximum | 6,8316e+007 Pa | 1,0928e-004 m |
---|
Minimum Occurs On | Маятник кремниевый\Solid1 |
---|
Maximum Occurs On | Маятник кремниевый\Solid1 |
---|
Information |
---|
Time | 1, s |
---|
Load Step | 1 |
---|
Substep | 1 |
---|
Iteration Number | 1 |
---|
FIGURE 2
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress
![Mechanical_Report_Files/Figure0003.png](Mechanical_Report_Files/Figure0003.png)
TABLE 16
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress
Time [s] | Minimum [Pa] | Maximum [Pa] |
---|
1, | 3,5164 | 6,8316e+007 |
FIGURE 3
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation
![Mechanical_Report_Files/Figure0004.png](Mechanical_Report_Files/Figure0004.png)
TABLE 17
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation
Time [s] | Minimum [m] | Maximum [m] |
---|
1, | 0, | 1,0928e-004 |
TABLE 18
Material 1 > Constants
TABLE 19
Material 1 > Appearance
Red | Green | Blue |
---|
178, | 72, | 33, |
TABLE 20
Material 1 > Isotropic Elasticity
Temperature C | Young's Modulus Pa | Poisson's Ratio | Bulk Modulus Pa | Shear Modulus Pa |
---|
| 1,09e+011 | 0,266 | 7,7635e+010 | 4,3049e+010 |
TABLE 21
Material 2 > Constants
TABLE 22
Material 2 > Appearance
Red | Green | Blue |
---|
82, | 178, | 88, |
TABLE 23
Material 2 > Isotropic Elasticity
Temperature C | Young's Modulus Pa | Poisson's Ratio | Bulk Modulus Pa | Shear Modulus Pa |
---|
| 1,1e+011 | 0,32 | 1,0185e+011 | 4,1667e+010 |
------=_NextPart_001_0002_01D3F1E3.95ECCA30--
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