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

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

Model (A4)

Geometry

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 m³
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 m³	3,1414e-008 m³
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

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, ]

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	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

Mesh

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

Static Structural (A5)

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

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

Solution (A6)

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

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

TABLE 17
Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation

Time [s]	Minimum [m]	Maximum [m]
1,	0,	1,0928e-004

Material Data

Material 1

TABLE 18
Material 1 > Constants

Density	2300, kg m^-3

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

Material 2

TABLE 21
Material 2 > Constants

Density	7600, kg m^-3

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