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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

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		<div id="CoverPage">
			<p class="Centered">
				<img class="Logo" src="Mechanical_Report_Files/Logo.png" alt="Mechanical_Report_Files/Logo.png"/>
			</p>
			<h1><a name="4">Project</a></h1>
			<table class="Details" align="center" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemName">First Saved</th><td>Thursday, May 10, 2018</td></tr><tr><th class="ItemName">Last Saved</th><td>Thursday, May 10, 2018</td></tr><tr><th class="ItemName">Product Version</th><td>18.1  Release</td></tr><tr><th class="ItemName">Save Project Before Solution</th><td>No</td></tr><tr><th class="ItemName">Save Project After Solution</th><td>No</td></tr></table>
			<p class="Centered"><img src="Mechanical_Report_Files/Figure0001.png" alt="Mechanical_Report_Files/Figure0001.png" width="600" height="500"/></p></div>
		<div id="Contents">
			<h2>Contents</h2>
		</div>
		<div id="TableOfContents">
			<ul><li><a href="#UNITS" class="BoldLink">Units</a></li></ul><ul><li><a href="#13" class="BoldLink">Model (A4)</a><ul><li><a href="#14" class="Link">Geometry</a><ul><li><a href="#18" class="Link">Parts</a></li></ul></li><li><a href="#27" class="Link">Coordinate Systems</a></li><li><a href="#26" class="Link">Connections</a><ul><li><a href="#29" class="Link">Contacts</a><ul><li><a href="#30" class="Link">Contact Regions</a></li></ul></li></ul></li><li><a href="#15" class="Link">Mesh</a></li><li><a href="#36" class="BoldLink">Static Structural (A5)</a><ul><li><a href="#39" class="Link">Analysis Settings</a></li><li><a href="#45" class="Link">Standard Earth Gravity</a></li><li><a href="#57" class="Link">Fixed Support</a></li><li><a href="#37" class="Link">Solution (A6)</a><ul><li><a href="#38" class="Link">Solution Information</a></li><li><a href="#47" class="Link">Results</a></li></ul></li></ul></li></ul></li></ul><ul><li><a href="#Materials" class="BoldLink">Material Data</a><ul><li><a href="#EngineeringData1" class="Link">Material 1</a></li><li><a href="#EngineeringData2" class="Link">Material 2</a></li></ul></li></ul></div>
		<div id="Body">
			<div id="ReportNotFinalized">
				<h2>Report Not Finalized</h2>
				<p class="Normal">
					<b>Not all objects described below are in a finalized state.</b>
            As a result, data may be incomplete, obsolete or in error.
            <a>View first state problem</a>.
            To finalize this report, edit objects as needed and solve the analyses.
          </p>
			</div>
			<div id="Units">
				<h2><a name="UNITS">Units</a></h2>
				<p class="Caption">TABLE 1</p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemName">Unit System</th><td>Metric (m, kg, N, s, V, A)    Degrees    rad/s    Celsius</td></tr><tr><th class="ItemName">Angle</th><td>Degrees</td></tr><tr><th class="ItemName">Rotational Velocity</th><td>rad/s</td></tr><tr><th class="ItemName">Temperature</th><td>Celsius</td></tr></table></div>
			<h2><a name="13">Model (A4)</a></h2><h3><a name="14">Geometry</a></h3><p class="Caption"><a name="14">TABLE 2<br/>Model (A4) &gt; Geometry</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="14" class="ObjectName">Geometry</a></td></tr><tr><th class="ItemName">State</th><td>Fully Defined</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Definition</th></tr><tr><th class="ItemName">Source</th><td>C:\Users\AdminIU2\Desktop\18.05.18\LabWork1_of_Urazbaev\LabWork1_Part2\LabWork1_part2_files\dp0\SYS\DM\SYS.scdoc</td></tr><tr><th class="ItemName">Type</th><td>SpaceClaim</td></tr><tr><th class="ItemName">Length Unit</th><td>Meters</td></tr><tr><th class="ItemName">Element Control</th><td>Program Controlled</td></tr><tr><th class="ItemName">Display Style</th><td>Body Color</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Bounding Box</th></tr><tr><th class="ItemName">Length X</th><td>8,e-003 m</td></tr><tr><th class="ItemName">Length Y</th><td>1,1e-002 m</td></tr><tr><th class="ItemName">Length Z</th><td>4,3e-003 m</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Properties</th></tr><tr><th class="ItemName">Volume</th><td>8,7469e-008 m?</td></tr><tr><th class="ItemName">Mass</th><td>5,3416e-004 kg</td></tr><tr><th class="ItemName">Scale Factor Value</th><td>1,</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Statistics</th></tr><tr><th class="ItemName">Bodies</th><td>3</td></tr><tr><th class="ItemName">Active Bodies</th><td>3</td></tr><tr><th class="ItemName">Nodes</th><td>4871</td></tr><tr><th class="ItemName">Elements</th><td>714</td></tr><tr><th class="ItemName">Mesh Metric</th><td>None</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Basic Geometry Options</th></tr><tr><th class="ItemName">Solid Bodies</th><td>Yes</td></tr><tr><th class="ItemName">Surface Bodies</th><td>Yes</td></tr><tr><th class="ItemName">Line Bodies</th><td>Yes</td></tr><tr><th class="ItemName">Parameters</th><td>Independent</td></tr><tr><th class="ItemName">Parameter Key</th><td></td></tr><tr><th class="ItemName">Attributes</th><td>Yes</td></tr><tr><th class="ItemName">Attribute Key</th><td></td></tr><tr><th class="ItemName">Named Selections</th><td>Yes</td></tr><tr><th class="ItemName">Named Selection Key</th><td></td></tr><tr><th class="ItemName">Material Properties</th><td>Yes</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Advanced Geometry Options</th></tr><tr><th class="ItemName">Use Associativity</th><td>Yes</td></tr><tr><th class="ItemName">Coordinate Systems</th><td>Yes</td></tr><tr><th class="ItemName">Coordinate System Key</th><td></td></tr><tr><th class="ItemName">Reader Mode Saves Updated File</th><td>No</td></tr><tr><th class="ItemName">Use Instances</th><td>Yes</td></tr><tr><th class="ItemName">Smart CAD Update</th><td>Yes</td></tr><tr><th class="ItemName">Compare Parts On Update</th><td>No</td></tr><tr><th class="ItemName">Attach File Via Temp File</th><td>Yes</td></tr><tr><th class="ItemName">Temporary Directory</th><td>C:\Users\AdminIU2\AppData\Local\Temp</td></tr><tr><th class="ItemName">Analysis Type</th><td>3-D</td></tr><tr><th class="ItemName">Mixed Import Resolution</th><td>None</td></tr><tr><th class="ItemName">Decompose Disjoint Geometry</th><td>Yes</td></tr><tr><th class="ItemName">Enclosure and Symmetry Processing</th><td>Yes</td></tr></tbody></table><p class="Caption"><a name="18">TABLE 3<br/>Model (A4) &gt; Geometry &gt; Parts</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="18" class="ObjectName">Маятник кремниевый\Solid1</a></td><td><a name="21" class="ObjectName">Катушка медная\Solid1</a></td><td><a name="24" class="ObjectName">Катушка медная\Solid1</a></td></tr><tr><th class="ItemName">State</th><td colspan="3">Meshed</td></tr></tbody><tbody><tr><th class="GroupName" colspan="4">Graphics Properties</th></tr><tr><th class="ItemName">Visible</th><td colspan="3">Yes</td></tr><tr><th class="ItemName">Transparency</th><td colspan="3">1</td></tr></tbody><tbody><tr><th class="GroupName" colspan="4">Definition</th></tr><tr><th class="ItemName">Suppressed</th><td colspan="3">No</td></tr><tr><th class="ItemName">Stiffness Behavior</th><td colspan="3">Flexible</td></tr><tr><th class="ItemName">Coordinate System</th><td colspan="3">Default Coordinate System</td></tr><tr><th class="ItemName">Reference Temperature</th><td colspan="3">By Environment</td></tr><tr><th class="ItemName">Behavior</th><td colspan="3">None</td></tr></tbody><tbody><tr><th class="GroupName" colspan="4">Material</th></tr><tr><th class="ItemName">Assignment</th><td>Material 1</td><td colspan="2">Material 2</td></tr><tr><th class="ItemName">Nonlinear Effects</th><td colspan="3">Yes</td></tr><tr><th class="ItemName">Thermal Strain Effects</th><td colspan="3">Yes</td></tr></tbody><tbody><tr><th class="GroupName" colspan="4">Bounding Box</th></tr><tr><th class="ItemName">Length X</th><td>8,e-003 m</td><td colspan="2">6,e-003 m</td></tr><tr><th class="ItemName">Length Y</th><td>1,1e-002 m</td><td colspan="2">6,e-003 m</td></tr><tr><th class="ItemName">Length Z</th><td>3,e-004 m</td><td colspan="2">2,e-003 m</td></tr></tbody><tbody><tr><th class="GroupName" colspan="4">Properties</th></tr><tr><th class="ItemName">Volume</th><td>2,4642e-008 m?</td><td colspan="2">3,1414e-008 m?</td></tr><tr><th class="ItemName">Mass</th><td>5,6677e-005 kg</td><td colspan="2">2,3874e-004 kg</td></tr><tr><th class="ItemName">Centroid X</th><td>4,7806e-021 m</td><td colspan="2">-2,6225e-011 m</td></tr><tr><th class="ItemName">Centroid Y</th><td>1,4408e-004 m</td><td colspan="2">-1,7004e-019 m</td></tr><tr><th class="ItemName">Centroid Z</th><td>8,2967e-021 m</td><td>1,15e-003 m</td><td>-1,15e-003 m</td></tr><tr><th class="ItemName">Moment of Inertia Ip1</th><td>5,0455e-010 kg·m²</td><td colspan="2">8,5421e-010 kg·m²</td></tr><tr><th class="ItemName">Moment of Inertia Ip2</th><td>3,0476e-010 kg·m²</td><td colspan="2">8,5421e-010 kg·m²</td></tr><tr><th class="ItemName">Moment of Inertia Ip3</th><td>8,0845e-010 kg·m²</td><td colspan="2">1,5493e-009 kg·m²</td></tr></tbody><tbody><tr><th class="GroupName" colspan="4">Statistics</th></tr><tr><th class="ItemName">Nodes</th><td>1627</td><td colspan="2">1622</td></tr><tr><th class="ItemName">Elements</th><td>202</td><td colspan="2">256</td></tr><tr><th class="ItemName">Mesh Metric</th><td colspan="3">None</td></tr></tbody><tbody><tr><th class="GroupName" colspan="4">CAD Attributes</th></tr><tr><th class="ItemName">PartTolerance:</th><td colspan="3">0,00000001</td></tr><tr><th class="ItemName">Color:143.149.175</th><td colspan="3"></td></tr></tbody></table><h3><a name="27">Coordinate Systems</a></h3><p class="Caption"><a name="28">TABLE 4<br/>Model (A4) &gt; Coordinate Systems &gt; Coordinate System</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="28" class="ObjectName">Global Coordinate System</a></td></tr><tr><th class="ItemName">State</th><td>Fully Defined</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Definition</th></tr><tr><th class="ItemName">Type</th><td>Cartesian</td></tr><tr><th class="ItemName">Coordinate System ID</th><td>0,  </td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Origin</th></tr><tr><th class="ItemName">Origin X</th><td>0, m</td></tr><tr><th class="ItemName">Origin Y</th><td>0, m</td></tr><tr><th class="ItemName">Origin Z</th><td>0, m</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Directional Vectors</th></tr><tr><th class="ItemName">X Axis Data</th><td>[  1,  0,  0,  ]</td></tr><tr><th class="ItemName">Y Axis Data</th><td>[  0,  1,  0,  ]</td></tr><tr><th class="ItemName">Z Axis Data</th><td>[  0,  0,  1,  ]</td></tr></tbody></table><h3><a name="26">Connections</a></h3><p class="Caption"><a name="26">TABLE 5<br/>Model (A4) &gt; Connections</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="26" class="ObjectName">Connections</a></td></tr><tr><th class="ItemName">State</th><td>Fully Defined</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Auto Detection</th></tr><tr><th class="ItemName">Generate Automatic Connection On Refresh</th><td>Yes</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Transparency</th></tr><tr><th class="ItemName">Enabled</th><td>Yes</td></tr></tbody></table><p class="Caption"><a name="29">TABLE 6<br/>Model (A4) &gt; Connections &gt; Contacts</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="29" class="ObjectName">Contacts</a></td></tr><tr><th class="ItemName">State</th><td>Fully Defined</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Definition</th></tr><tr><th class="ItemName">Connection Type</th><td>Contact</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Scope</th></tr><tr><th class="ItemName">Scoping Method</th><td>Geometry Selection</td></tr><tr><th class="ItemName">Geometry</th><td>All Bodies</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Auto Detection</th></tr><tr><th class="ItemName">Tolerance Type</th><td>Slider</td></tr><tr><th class="ItemName">Tolerance Slider</th><td>0,</td></tr><tr><th class="ItemName">Tolerance Value</th><td>3,5662e-005 m</td></tr><tr><th class="ItemName">Use Range</th><td>No</td></tr><tr><th class="ItemName">Face/Face</th><td>Yes</td></tr><tr><th class="ItemName">Face Overlap Tolerance</th><td>Off</td></tr><tr><th class="ItemName">Cylindrical Faces</th><td>Include</td></tr><tr><th class="ItemName">Face/Edge</th><td>No</td></tr><tr><th class="ItemName">Edge/Edge</th><td>No</td></tr><tr><th class="ItemName">Priority</th><td>Include All</td></tr><tr><th class="ItemName">Group By</th><td>Bodies</td></tr><tr><th class="ItemName">Search Across</th><td>Bodies</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Statistics</th></tr><tr><th class="ItemName">Connections</th><td>2</td></tr><tr><th class="ItemName">Active Connections</th><td>2</td></tr></tbody></table><p class="Caption"><a name="30">TABLE 7<br/>Model (A4) &gt; Connections &gt; Contacts &gt; Contact Regions</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="30" class="ObjectName">Contact Region</a></td><td><a name="33" class="ObjectName">Contact Region 2</a></td></tr><tr><th class="ItemName">State</th><td colspan="2">Fully Defined</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Scope</th></tr><tr><th class="ItemName">Scoping Method</th><td colspan="2">Geometry Selection</td></tr><tr><th class="ItemName">Contact</th><td colspan="2">1 Face</td></tr><tr><th class="ItemName">Target</th><td colspan="2">1 Face</td></tr><tr><th class="ItemName">Contact Bodies</th><td colspan="2">Маятник кремниевый\Solid1</td></tr><tr><th class="ItemName">Target Bodies</th><td colspan="2">Катушка медная\Solid1</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Definition</th></tr><tr><th class="ItemName">Type</th><td colspan="2">Bonded</td></tr><tr><th class="ItemName">Scope Mode</th><td colspan="2">Automatic</td></tr><tr><th class="ItemName">Behavior</th><td colspan="2">Program Controlled</td></tr><tr><th class="ItemName">Trim Contact</th><td colspan="2">Program Controlled</td></tr><tr><th class="ItemName">Trim Tolerance</th><td colspan="2">3,5662e-005 m</td></tr><tr><th class="ItemName">Suppressed</th><td colspan="2">No</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Advanced</th></tr><tr><th class="ItemName">Formulation</th><td colspan="2">Program Controlled</td></tr><tr><th class="ItemName">Detection Method</th><td colspan="2">Program Controlled</td></tr><tr><th class="ItemName">Penetration Tolerance</th><td colspan="2">Program Controlled</td></tr><tr><th class="ItemName">Elastic Slip Tolerance</th><td colspan="2">Program Controlled</td></tr><tr><th class="ItemName">Normal Stiffness</th><td colspan="2">Program Controlled</td></tr><tr><th class="ItemName">Update Stiffness</th><td colspan="2">Program Controlled</td></tr><tr><th class="ItemName">Pinball Region</th><td colspan="2">Program Controlled</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Geometric Modification</th></tr><tr><th class="ItemName">Contact Geometry Correction</th><td colspan="2">None</td></tr><tr><th class="ItemName">Target Geometry Correction</th><td colspan="2">None</td></tr></tbody></table><h3><a name="15">Mesh</a></h3><p class="Caption"><a name="15">TABLE 8<br/>Model (A4) &gt; Mesh</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="15" class="ObjectName">Mesh</a></td></tr><tr><th class="ItemName">State</th><td>Solved</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Display</th></tr><tr><th class="ItemName">Display Style</th><td>Body Color</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Defaults</th></tr><tr><th class="ItemName">Physics Preference</th><td>Mechanical</td></tr><tr><th class="ItemName">Relevance</th><td>0</td></tr><tr><th class="ItemName">Element Order</th><td>Program Controlled</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Sizing</th></tr><tr><th class="ItemName">Size Function</th><td>Adaptive</td></tr><tr><th class="ItemName">Relevance Center</th><td>Coarse</td></tr><tr><th class="ItemName">Element Size</th><td>Default</td></tr><tr><th class="ItemName">Initial Size Seed</th><td>Assembly</td></tr><tr><th class="ItemName">Transition</th><td>Fast</td></tr><tr><th class="ItemName">Span Angle Center</th><td>Coarse</td></tr><tr><th class="ItemName">Automatic Mesh Based Defeaturing</th><td>On</td></tr><tr><th class="ItemName">Defeature Size</th><td>Default</td></tr><tr><th class="ItemName">Minimum Edge Length</th><td>7,e-005 m</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Quality</th></tr><tr><th class="ItemName">Check Mesh Quality</th><td>Yes, Errors</td></tr><tr><th class="ItemName">Error Limits</th><td>Standard Mechanical</td></tr><tr><th class="ItemName">Target Quality</th><td>Default (0.050000)</td></tr><tr><th class="ItemName">Smoothing</th><td>Medium</td></tr><tr><th class="ItemName">Mesh Metric</th><td>None</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Inflation</th></tr><tr><th class="ItemName">Use Automatic Inflation</th><td>None</td></tr><tr><th class="ItemName">Inflation Option</th><td>Smooth Transition</td></tr><tr><th class="ItemName">Transition Ratio</th><td>0,272</td></tr><tr><th class="ItemName">Maximum Layers</th><td>5</td></tr><tr><th class="ItemName">Growth Rate</th><td>1,2</td></tr><tr><th class="ItemName">Inflation Algorithm</th><td>Pre</td></tr><tr><th class="ItemName">View Advanced Options</th><td>No</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Advanced</th></tr><tr><th class="ItemName">Number of CPUs for Parallel Part Meshing</th><td>Program Controlled</td></tr><tr><th class="ItemName">Straight Sided Elements</th><td>No</td></tr><tr><th class="ItemName">Number of Retries</th><td>Default (4)</td></tr><tr><th class="ItemName">Rigid Body Behavior</th><td>Dimensionally Reduced</td></tr><tr><th class="ItemName">Mesh Morphing</th><td>Disabled</td></tr><tr><th class="ItemName">Triangle Surface Mesher</th><td>Program Controlled</td></tr><tr><th class="ItemName">Topology Checking</th><td>No</td></tr><tr><th class="ItemName">Pinch Tolerance</th><td>Please Define</td></tr><tr><th class="ItemName">Generate Pinch on Refresh</th><td>No</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Statistics</th></tr><tr><th class="ItemName">Nodes</th><td>4871</td></tr><tr><th class="ItemName">Elements</th><td>714</td></tr></tbody></table><h2><a name="36">Static Structural (A5)</a></h2><p class="Caption"><a name="36">TABLE 9<br/>Model (A4) &gt; Analysis</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="36" class="ObjectName">Static Structural (A5)</a></td></tr><tr><th class="ItemName">State</th><td>Solved</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Definition</th></tr><tr><th class="ItemName">Physics Type</th><td>Structural</td></tr><tr><th class="ItemName">Analysis Type</th><td>Static Structural</td></tr><tr><th class="ItemName">Solver Target</th><td>Mechanical APDL</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Options</th></tr><tr><th class="ItemName">Environment Temperature</th><td>22, °C</td></tr><tr><th class="ItemName">Generate Input Only</th><td>No</td></tr></tbody></table><p class="Caption"><a name="39">TABLE 10<br/>Model (A4) &gt; Static Structural (A5) &gt; Analysis Settings</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="39" class="ObjectName">Analysis Settings</a></td></tr><tr><th class="ItemName">State</th><td>Fully Defined</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Step Controls</th></tr><tr><th class="ItemName">Number Of Steps</th><td>1,</td></tr><tr><th class="ItemName">Current Step Number</th><td>1,</td></tr><tr><th class="ItemName">Step End Time</th><td>1, s</td></tr><tr><th class="ItemName">Auto Time Stepping</th><td>Program Controlled</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Solver Controls</th></tr><tr><th class="ItemName">Solver Type</th><td>Program Controlled</td></tr><tr><th class="ItemName">Weak Springs</th><td>Off</td></tr><tr><th class="ItemName">Solver Pivot Checking</th><td>Program Controlled</td></tr><tr><th class="ItemName">Large Deflection</th><td>Off</td></tr><tr><th class="ItemName">Inertia Relief</th><td>Off</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Rotordynamics Controls</th></tr><tr><th class="ItemName">Coriolis Effect</th><td>Off</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Restart Controls</th></tr><tr><th class="ItemName">Generate Restart Points</th><td>Program Controlled</td></tr><tr><th class="ItemName">Retain Files After Full Solve</th><td>No</td></tr><tr><th class="ItemName">Combined Restart Files</th><td>Program Controlled</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Nonlinear Controls</th></tr><tr><th class="ItemName">Newton-Raphson Option</th><td>Program Controlled</td></tr><tr><th class="ItemName">Force Convergence</th><td>Program Controlled</td></tr><tr><th class="ItemName">Moment Convergence</th><td>Program Controlled</td></tr><tr><th class="ItemName">Displacement Convergence</th><td>Program Controlled</td></tr><tr><th class="ItemName">Rotation Convergence</th><td>Program Controlled</td></tr><tr><th class="ItemName">Line Search</th><td>Program Controlled</td></tr><tr><th class="ItemName">Stabilization</th><td>Off</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Output Controls</th></tr><tr><th class="ItemName">Stress</th><td>Yes</td></tr><tr><th class="ItemName">Strain</th><td>Yes</td></tr><tr><th class="ItemName">Nodal Forces</th><td>No</td></tr><tr><th class="ItemName">Contact Miscellaneous</th><td>No</td></tr><tr><th class="ItemName">General Miscellaneous</th><td>No</td></tr><tr><th class="ItemName">Store Results At</th><td>All Time Points</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Analysis Data Management</th></tr><tr><th class="ItemName">Solver Files Directory</th><td>C:\Users\AdminIU2\Desktop\18.05.18\LabWork1_of_Urazbaev\LabWork1_Part2\LabWork1_part2_files\dp0\SYS\MECH\</td></tr><tr><th class="ItemName">Future Analysis</th><td>None</td></tr><tr><th class="ItemName">Scratch Solver Files Directory</th><td></td></tr><tr><th class="ItemName">Save MAPDL db</th><td>No</td></tr><tr><th class="ItemName">Delete Unneeded Files</th><td>Yes</td></tr><tr><th class="ItemName">Nonlinear Solution</th><td>No</td></tr><tr><th class="ItemName">Solver Units</th><td>Active System</td></tr><tr><th class="ItemName">Solver Unit System</th><td>mks</td></tr></tbody></table><p class="Caption"><a name="45">TABLE 11<br/>Model (A4) &gt; Static Structural (A5) &gt; Accelerations</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="45" class="ObjectName">Standard Earth Gravity</a></td></tr><tr><th class="ItemName">State</th><td>Fully Defined</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Scope</th></tr><tr><th class="ItemName">Geometry</th><td>All Bodies</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Definition</th></tr><tr><th class="ItemName">Coordinate System</th><td>Global Coordinate System</td></tr><tr><th class="ItemName">X Component</th><td>0, m/s²  (ramped)</td></tr><tr><th class="ItemName">Y Component</th><td>0, m/s²  (ramped)</td></tr><tr><th class="ItemName">Z Component</th><td>-9,8066 m/s²  (ramped)</td></tr><tr><th class="ItemName">Suppressed</th><td>No</td></tr><tr><th class="ItemName">Direction</th><td>-Z Direction</td></tr></tbody></table><p class="Caption"><a name="45">FIGURE 1<br/>Model (A4) &gt; Static Structural (A5) &gt; Standard Earth Gravity</a></p><p class="Figure"><img src="Mechanical_Report_Files/Figure0002.png" alt="Mechanical_Report_Files/Figure0002.png" width="600" height="400"/></p><p class="Caption"><a name="57">TABLE 12<br/>Model (A4) &gt; Static Structural (A5) &gt; Loads</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="57" class="ObjectName">Fixed Support</a></td></tr><tr><th class="ItemName">State</th><td>Fully Defined</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Scope</th></tr><tr><th class="ItemName">Scoping Method</th><td>Geometry Selection</td></tr><tr><th class="ItemName">Geometry</th><td>2 Faces</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Definition</th></tr><tr><th class="ItemName">Type</th><td>Fixed Support</td></tr><tr><th class="ItemName">Suppressed</th><td>No</td></tr></tbody></table><h3><a name="37">Solution (A6)</a></h3><p class="Caption"><a name="37">TABLE 13<br/>Model (A4) &gt; Static Structural (A5) &gt; Solution</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="37" class="ObjectName">Solution (A6)</a></td></tr><tr><th class="ItemName">State</th><td>Solved</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Adaptive Mesh Refinement</th></tr><tr><th class="ItemName">Max Refinement Loops</th><td>1,</td></tr><tr><th class="ItemName">Refinement Depth</th><td>2,</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Information</th></tr><tr><th class="ItemName">Status</th><td>Done</td></tr><tr><th class="ItemName">MAPDL Elapsed Time</th><td>6, s</td></tr><tr><th class="ItemName">MAPDL Memory Used</th><td>93, MB</td></tr><tr><th class="ItemName">MAPDL Result File Size</th><td>1,5625 MB</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Post Processing</th></tr><tr><th class="ItemName">Beam Section Results</th><td>No</td></tr></tbody></table><p class="Caption"><a name="38">TABLE 14<br/>Model (A4) &gt; Static Structural (A5) &gt; Solution (A6) &gt; Solution Information</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="38" class="ObjectName">Solution Information</a></td></tr><tr><th class="ItemName">State</th><td>Solved</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">Solution Information</th></tr><tr><th class="ItemName">Solution Output</th><td>Solver Output</td></tr><tr><th class="ItemName">Newton-Raphson Residuals</th><td>0</td></tr><tr><th class="ItemName">Identify Element Violations</th><td>0</td></tr><tr><th class="ItemName">Update Interval</th><td>2,5 s</td></tr><tr><th class="ItemName">Display Points</th><td>All</td></tr></tbody><tbody><tr><th class="GroupName" colspan="2">FE Connection Visibility</th></tr><tr><th class="ItemName">Activate Visibility</th><td>Yes</td></tr><tr><th class="ItemName">Display</th><td>All FE Connectors</td></tr><tr><th class="ItemName">Draw Connections Attached To</th><td>All Nodes</td></tr><tr><th class="ItemName">Line Color</th><td>Connection Type</td></tr><tr><th class="ItemName">Visible on Results</th><td>No</td></tr><tr><th class="ItemName">Line Thickness</th><td>Single</td></tr><tr><th class="ItemName">Display Type</th><td>Lines</td></tr></tbody></table><p class="Caption"><a name="47">TABLE 15<br/>Model (A4) &gt; Static Structural (A5) &gt; Solution (A6) &gt; Results</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tbody><tr><th class="ItemName">Object Name</th><td><a name="47" class="ObjectName">Equivalent Stress</a></td><td><a name="63" class="ObjectName">Total Deformation</a></td></tr><tr><th class="ItemName">State</th><td colspan="2">Solved</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Scope</th></tr><tr><th class="ItemName">Scoping Method</th><td colspan="2">Geometry Selection</td></tr><tr><th class="ItemName">Geometry</th><td colspan="2">All Bodies</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Definition</th></tr><tr><th class="ItemName">Type</th><td>Equivalent (von-Mises) Stress</td><td>Total Deformation</td></tr><tr><th class="ItemName">By</th><td colspan="2">Time</td></tr><tr><th class="ItemName">Display Time</th><td colspan="2">Last</td></tr><tr><th class="ItemName">Calculate Time History</th><td colspan="2">Yes</td></tr><tr><th class="ItemName">Identifier</th><td colspan="2"></td></tr><tr><th class="ItemName">Suppressed</th><td colspan="2">No</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Integration Point Results</th></tr><tr><th class="ItemName">Display Option</th><td>Averaged</td><td>&nbsp;</td></tr><tr><th class="ItemName">Average Across Bodies</th><td>No</td><td>&nbsp;</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Results</th></tr><tr><th class="ItemName">Minimum</th><td>3,5164 Pa</td><td>0, m</td></tr><tr><th class="ItemName">Maximum</th><td>6,8316e+007 Pa</td><td>1,0928e-004 m</td></tr><tr><th class="ItemName">Minimum Occurs On</th><td colspan="2">Маятник кремниевый\Solid1</td></tr><tr><th class="ItemName">Maximum Occurs On</th><td colspan="2">Маятник кремниевый\Solid1</td></tr></tbody><tbody><tr><th class="GroupName" colspan="3">Information</th></tr><tr><th class="ItemName">Time</th><td colspan="2">1, s</td></tr><tr><th class="ItemName">Load Step</th><td colspan="2">1</td></tr><tr><th class="ItemName">Substep</th><td colspan="2">1</td></tr><tr><th class="ItemName">Iteration Number</th><td colspan="2">1</td></tr></tbody></table><p class="Caption"><a name="47">FIGURE 2<br/>Model (A4) &gt; Static Structural (A5) &gt; Solution (A6) &gt; Equivalent Stress</a></p><p class="Figure"><img src="Mechanical_Report_Files/Figure0003.png" alt="Mechanical_Report_Files/Figure0003.png" width="600" height="400"/></p><p class="Caption"><a name="47">TABLE 16<br/>Model (A4) &gt; Static Structural (A5) &gt; Solution (A6) &gt; Equivalent Stress</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemNameColumn">Time [s]</th><th class="ItemNameColumn">Minimum [Pa]</th><th class="ItemNameColumn">Maximum [Pa]</th></tr><tr><td>1,</td><td>3,5164</td><td>6,8316e+007</td></tr></table><p class="Caption"><a name="63">FIGURE 3<br/>Model (A4) &gt; Static Structural (A5) &gt; Solution (A6) &gt; Total Deformation</a></p><p class="Figure"><img src="Mechanical_Report_Files/Figure0004.png" alt="Mechanical_Report_Files/Figure0004.png" width="600" height="400"/></p><p class="Caption"><a name="63">TABLE 17<br/>Model (A4) &gt; Static Structural (A5) &gt; Solution (A6) &gt; Total Deformation</a></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemNameColumn">Time [s]</th><th class="ItemNameColumn">Minimum [m]</th><th class="ItemNameColumn">Maximum [m]</th></tr><tr><td>1,</td><td>0,</td><td>1,0928e-004</td></tr></table></div>
		<div id="Materials">
			<h2>
				<a name="Materials">Material Data</a>
			</h2>
			<h3><a name="EngineeringData1">Material 1</a></h3><p class="Caption">TABLE 18<br/>Material 1 &gt; Constants<br/></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemName"> Density </th><td>2300, kg m^-3</td></tr></table><p class="Caption">TABLE 19<br/>Material 1 &gt;  Appearance <br/></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemName">Red </th><th class="ItemName">Green </th><th class="ItemName">Blue </th></tr><tr><td>178,</td><td>72,</td><td>33,</td></tr></table><p class="Caption">TABLE 20<br/>Material 1 &gt; Isotropic Elasticity <br/></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemName">Temperature C</th><th class="ItemName">Young's Modulus Pa</th><th class="ItemName">Poisson's Ratio </th><th class="ItemName">Bulk Modulus Pa</th><th class="ItemName">Shear Modulus Pa</th></tr><tr><td></td><td>1,09e+011</td><td>0,266</td><td>7,7635e+010</td><td>4,3049e+010</td></tr></table><h3><a name="EngineeringData2">Material 2</a></h3><p class="Caption">TABLE 21<br/>Material 2 &gt; Constants<br/></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemName"> Density </th><td>7600, kg m^-3</td></tr></table><p class="Caption">TABLE 22<br/>Material 2 &gt;  Appearance <br/></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemName">Red </th><th class="ItemName">Green </th><th class="ItemName">Blue </th></tr><tr><td>82,</td><td>178,</td><td>88,</td></tr></table><p class="Caption">TABLE 23<br/>Material 2 &gt; Isotropic Elasticity <br/></p><table align="center" class="Details" border="1" cellpadding="0" cellspacing="0"><tr><th class="ItemName">Temperature C</th><th class="ItemName">Young's Modulus Pa</th><th class="ItemName">Poisson's Ratio </th><th class="ItemName">Bulk Modulus Pa</th><th class="ItemName">Shear Modulus Pa</th></tr><tr><td></td><td>1,1e+011</td><td>0,32</td><td>1,0185e+011</td><td>4,1667e+010</td></tr></table></div>
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