Project

First Saved	Saturday, March 25, 2017
Last Saved	Tuesday, March 28, 2017
Product Version	18.0 Release
Save Project Before Solution	No
Save Project After Solution	No

Contents

• Units

• Model (A4)
  • Geometry
    • Parts
  • Construction Geometry
    • Path
  • Coordinate Systems
  • Symmetry
    • Symmetry Region
  • Connections
    • Contacts
      • Contact Regions
  • Mesh
    • Mesh Controls
  • Static Structural (A5)
    • Analysis Settings
    • Standard Earth Gravity
    • Loads
    • Solution (A6)
      • Solution Information
      • Results
      • Probes

• Material Data
  • 1.4541
  • Steel

Model (A4)

Geometry

TABLE 2
Model (A4) > Geometry

Object Name	Geometry
State	Fully Defined
Definition
Source	C:\Users\josef\Desktop\SIMULACE\OHYB_files\dp0\SYS-5\DM\SYS-5.agdb
Type	DesignModeler
Length Unit	Meters
Element Control	Program Controlled
2D Behavior	Generalized Plane Strain
Fiber Length	0,15 m
End Plane Rotation About X	0,°
End Plane Rotation About Y	0,°
Display Style	Body Color
Bounding Box
Length X	0,1 m
Length Y	0,15191 m
Properties
Volume	N/A
Mass	N/A
Surface Area(approx.)	6,1263e-003 m²
Scale Factor Value	1,
Statistics
Bodies	3
Active Bodies	3
Nodes	20675
Elements	6876
Mesh Metric	None
Basic Geometry Options
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\josef\AppData\Local\Temp
Analysis Type	2-D
Decompose Disjoint Geometry	Yes
Enclosure and Symmetry Processing	Yes

TABLE 3
Model (A4) > Geometry > Parts

Object Name	OHYB	OHYB	OHYB
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	1.4541	Steel
Nonlinear Effects	Yes	No
Thermal Strain Effects	Yes	No
Bounding Box
Length X	0,1 m	7,25e-002 m	4,5e-002 m
Length Y	1,e-002 m	9,5e-002 m	3,6906e-002 m
Properties
Volume	N/A
Mass	N/A
Centroid X	N/A
Centroid Y	N/A
Centroid Z	N/A
Moment of Inertia Ip1	N/A
Moment of Inertia Ip2	N/A
Moment of Inertia Ip3	N/A
Surface Area(approx.)	1,e-003 m²	3,8254e-003 m²	1,3009e-003 m²
Statistics
Nodes	19301	811	563
Elements	6250	370	256
Mesh Metric	None
CAD Attributes
DMSheetThickness	0,15	0,2

TABLE 4
Model (A4) > Construction Geometry

Object Name	Construction Geometry
State	Fully Defined
Display
Show Mesh	No

TABLE 5
Model (A4) > Construction Geometry > Paths

Object Name	Path
State	Fully Defined
Definition
Path Type	Two Points
Path Coordinate System	Global Coordinate System
Number of Sampling Points	47,
Suppressed	No
Start
Coordinate System	Global Coordinate System
Start X Coordinate	0, m
Start Y Coordinate	0,105 m
Location	Defined
End
Coordinate System	Global Coordinate System
End X Coordinate	0, m
End Y Coordinate	9,5e-002 m
Location	Defined

Coordinate Systems

TABLE 6
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
Directional Vectors
X Axis Data	[ 1, 0, ]
Y Axis Data	[ 0, 1, ]

Symmetry

TABLE 7
Model (A4) > Symmetry

Object Name	Symmetry
State	Fully Defined

TABLE 8
Model (A4) > Symmetry > Symmetry Region

Object Name	Symmetry Region
State	Fully Defined
Scope
Scoping Method	Geometry Selection
Geometry	3 Edges
Definition
Scope Mode	Manual
Type	Symmetric
Coordinate System	Global Coordinate System
Symmetry Normal	X Axis
Suppressed	No

FIGURE 1
Model (A4) > Symmetry > Symmetry Region > Figure

Connections

TABLE 9
Model (A4) > Connections

Object Name	Connections
State	Fully Defined
Auto Detection
Generate Automatic Connection On Refresh	Yes
Transparency
Enabled	Yes

TABLE 10
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	4,5467e-004 m
Use Range	No
Edge/Edge	Yes
Priority	Include All
Group By	Bodies
Search Across	Bodies
Statistics
Connections	2
Active Connections	2

TABLE 11
Model (A4) > Connections > Contacts > Contact Regions

Object Name	Frictional - OHYB To OHYB	Frictional - OHYB To OHYB
State	Fully Defined
Scope
Scoping Method	Geometry Selection
Contact	1 Edge
Target	1 Edge	2 Edges
Contact Bodies	OHYB
Target Bodies	OHYB
Shell Thickness Effect	No
Definition
Type	Frictional
Friction Coefficient	0,15
Scope Mode	Manual
Behavior	Program Controlled
Trim Contact	Program Controlled
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	Each Iteration, Aggressive
Stabilization Damping Factor	0,
Pinball Region	Program Controlled
Time Step Controls	Automatic Bisection
Geometric Modification
Interface Treatment	Add Offset, No Ramping
Offset	0, m
Contact Geometry Correction	None
Target Geometry Correction	None

FIGURE 2
Model (A4) > Connections > Contacts > Frictional - OHYB To OHYB > Figure

FIGURE 3
Model (A4) > Connections > Contacts > Frictional - OHYB To OHYB > Figure

Mesh

TABLE 12
Model (A4) > Mesh

Object Name	Mesh
State	Solved
Display
Display Style	Body Color
Defaults
Physics Preference	Mechanical
Relevance	0
Element Midside Nodes	Program Controlled
Sizing
Size Function	Curvature
Relevance Center	Coarse
Initial Size Seed	Active Assembly
Span Angle Center	Coarse
Curvature Normal Angle	Default (30,0 °)
Min Size	Default (1,1292e-003 m)
Max Face Size	Default (5,6459e-003 m)
Growth Rate	Default
Automatic Mesh Based Defeaturing	On
Defeature Size	Default (5,6459e-004 m)
Minimum Edge Length	5,5718e-003 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	2
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	0
Rigid Body Behavior	Dimensionally Reduced
Mesh Morphing	Disabled
Triangle Surface Mesher	Program Controlled
Topology Checking	No
Use Sheet Thickness for Pinch	No
Pinch Tolerance	Default (1,0163e-003 m)
Generate Pinch on Refresh	No
Sheet Loop Removal	No
Statistics
Nodes	20675
Elements	6876

TABLE 13
Model (A4) > Mesh > Mesh Controls

Object Name	Face Sizing	Face Sizing 2	MultiZone Quad/Tri Method	All Triangles Method	Edge Sizing
State	Fully Defined
Scope
Scoping Method	Geometry Selection
Geometry	1 Face	2 Faces	1 Body	2 Bodies	3 Edges
Definition
Suppressed	No
Type	Element Size				Element Size
Element Size	4,e-004 m	5,e-003 m			2,e-003 m
Method			MultiZone Quad/Tri	Triangles
Surface Mesh Method			Program Controlled
Element Midside Nodes			Use Global Setting
Free Face Mesh Type			All Quad
Advanced
Defeature Size	Default (2,e-004 m)	Default (5,6459e-004 m)	Default(5,6459e-004 m)
Size Function	Uniform				Uniform
Behavior	Soft				Soft
Growth Rate	Default (1,850 )				Default (1,850 )
Preserve Boundaries			Protected
Mesh Based Defeaturing			On
Sheet Loop Removal			No
Minimum Edge Length			1,e-002 m
Write ICEM CFD Files			No
Bias Type					No Bias

FIGURE 4
Model (A4) > Mesh > Figure

FIGURE 5
Model (A4) > Mesh > Image

Static Structural (A5)

TABLE 14
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 15
Model (A4) > Static Structural (A5) > Analysis Settings

Object Name	Analysis Settings
State	Fully Defined
Step Controls
Number Of Steps	3,
Current Step Number	3,
Step End Time	3, s
Auto Time Stepping	On
Define By	Time
Carry Over Time Step	Off
Initial Time Step	3,e-002 s
Minimum Time Step	3,e-006 s
Maximum Time Step	3,e-002 s
Solver Controls
Solver Type	Program Controlled
Weak Springs	Off
Solver Pivot Checking	Program Controlled
Large Deflection	On
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	Constant
--Method	Energy
--Energy Dissipation Ratio	1,e-004
--Activation For First Substep	No
--Stabilization Force Limit	0,2
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\josef\Desktop\SIMULACE\OHYB_files\dp0\SYS-5\MECH\
Future Analysis	None
Scratch Solver Files Directory
Save MAPDL db	No
Delete Unneeded Files	Yes
Nonlinear Solution	Yes
Solver Units	Active System
Solver Unit System	mks

TABLE 16
Model (A4) > Static Structural (A5) > Analysis Settings
Step-Specific "Step Controls"

Step	Step End Time	Carry Over Time Step
1	1, s
2	2, s	Off
3	3, s	Off

TABLE 17
Model (A4) > Static Structural (A5) > Analysis Settings
Step-Specific "Nonlinear Controls"

Step	Stabilization	--Method	--Energy Dissipation Ratio	--Activation For First Substep	--Stabilization Force Limit
1	Off
2
3	Constant	Energy	1,e-004	No	0,2

TABLE 18
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	-9,8066 m/s² (ramped)
Suppressed	No
Direction	-Y Direction

FIGURE 6
Model (A4) > Static Structural (A5) > Standard Earth Gravity

FIGURE 7
Model (A4) > Static Structural (A5) > Standard Earth Gravity > Figure

TABLE 19
Model (A4) > Static Structural (A5) > Loads

Object Name	Fixed Support	Displacement
State	Fully Defined
Scope
Scoping Method	Geometry Selection
Geometry	1 Face
Definition
Type	Fixed Support	Displacement
Suppressed	No
Define By		Components
Coordinate System		Global Coordinate System
X Component		Tabular Data
Y Component		Tabular Data
Tabular Data
Independent Variable		Time

FIGURE 8
Model (A4) > Static Structural (A5) > Fixed Support > Figure

FIGURE 9
Model (A4) > Static Structural (A5) > Displacement

TABLE 20
Model (A4) > Static Structural (A5) > Displacement

Steps	Time [s]	X [m]	Y [m]
1	0,	0,	0,
	1,		= -1,5e-002
2	2,	= 0,	-3,e-002
3	3,		0,

FIGURE 10
Model (A4) > Static Structural (A5) > Displacement > Figure

Solution (A6)

TABLE 21
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	9 m 22 s
MAPDL Memory Used	301, MB
MAPDL Result File Size	563,94 MB
Post Processing
Beam Section Results	No

TABLE 22
Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information

Object Name	Solution Information
State	Solved
Solution Information
Solution Output	Force Convergence
Newton-Raphson Residuals	0
Identify Element Violations	0
Update Interval	2,5 s
Display Points	50,
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

FIGURE 11
Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information

FIGURE 12
Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information

TABLE 23
Model (A4) > Static Structural (A5) > Solution (A6) > Results

Object Name	Equivalent Stress	Equivalent Stress 2	Equivalent Elastic Strain	Normal Stress	Elemental Euler XY Angle
State	Solved
Scope
Scoping Method	Geometry Selection			Path	Geometry Selection
Geometry	All Bodies	1 Face		All Bodies	1 Face
Path				Path
Definition
Type	Equivalent (von-Mises) Stress		Equivalent Elastic Strain	Normal Stress	Elemental Euler XY Angle
By	Time
Display Time	Last			2, s	Last
Calculate Time History	Yes
Identifier
Suppressed	No
Orientation				X Axis
Coordinate System				Global Coordinate System
Integration Point Results
Display Option	Averaged
Average Across Bodies	No
Results
Minimum	221,31 Pa	10944 Pa	5,4718e-008 m/m	-5,9004e+008 Pa	6,8723e-002 °
Maximum	2,7806e+008 Pa		1,3927e-003 m/m	6,0039e+008 Pa	19,16 °
Minimum Occurs On	OHYB
Maximum Occurs On	OHYB
Minimum Value Over Time
Minimum	1,5977e-012 Pa	3,1583e-012 Pa	5,9715e-023 m/m	-5,9012e+008 Pa	-3,9737e-002 °
Maximum	2898,2 Pa	4,7807e+005 Pa	2,3903e-006 m/m	-4,6625e-011 Pa	7,2298e-002 °
Maximum Value Over Time
Minimum	3,1206e-005 Pa	5,4729e-008 Pa	2,7365e-019 m/m	1,4934e-010 Pa	0, °
Maximum	5,2144e+008 Pa		2,6072e-003 m/m	6,0132e+008 Pa	20,806 °
Information
Time	3, s			2, s	3, s
Load Step	3			2	3
Substep	41			34	41
Iteration Number	349			260	349
Graph Controls
X-Axis				S

FIGURE 13
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress

TABLE 24
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress

Time [s]	Minimum [Pa]	Maximum [Pa]
3,0303e-002	1,5977e-012	3,1206e-005
6,0303e-002	3,1519e-011	4,8085e-005
9,0303e-002	4,7509e-011	4,9832e-005
0,1203	6,1002e-011	5,5701e-005
0,1503	6,7608e-012	7,5974e-005
0,1803	8,0007e-011	9,789e-005
0,2103	1,3998e-010	9,4348e-005
0,2403	1,8659e-011	1,1431e-004
0,2703	1,0141e-011	1,3953e-004
0,3003	4,3306e-012	1,3794e-004
0,3303	1,5875e-011	1,5616e-004
0,3603	1,3616e-010	1,8468e-004
0,3903	1,4348e-011	1,8851e-004
0,4203	3,5347e-012	1,8625e-004
0,4503	2,4016e-011	2,157e-004
0,4803	2,2404e-011	2,1555e-004
0,5103	3,1583e-012	2,267e-004
0,5403	2,7458e-011	2,4048e-004
0,5703	4,2667e-011	2,3889e-004
0,6003	1,1943e-011	2,3451e-004
0,6303	4,2313e-011	2,6107e-004
0,6603	2,1865e-011	2,8169e-004
0,6708	19,053	3,0315e+007
0,6813	143,56	1,2619e+008
0,69705	205,66	2,7455e+008
0,72068	840,91	3,0241e+008
0,7443	1180,4	3,1339e+008
0,7743	336,15	3,2766e+008
0,8043	556,35	3,404e+008
0,8343	274,03	3,4923e+008
0,8643	46,33	3,6026e+008
0,8943	509,16	3,6921e+008
0,9243	377,52	3,7588e+008
0,9543	1221,	3,8228e+008
0,9843	562,28	3,8931e+008
1,	57,652	3,9259e+008
1,0303	251,55	3,9843e+008
1,0603	2898,2	4,0419e+008
1,0903	293,59	4,1025e+008
1,1203	132,3	4,1625e+008
1,1503	1123,	4,2221e+008
1,1803	93,13	4,2806e+008
1,2103	347,23	4,3376e+008
1,2403	279,97	4,3928e+008
1,2703	144,51	4,4472e+008
1,3003	896,51	4,5001e+008
1,3303	1106,4	4,5517e+008
1,3603	288,52	4,6015e+008
1,3903	206,31	4,65e+008
1,4203	743,95	4,6976e+008
1,4503	78,987	4,7445e+008
1,4803	204,08	4,7903e+008
1,5103	26,999	4,8354e+008
1,5403	1146,5	4,8801e+008
1,5703	1829,7	4,9238e+008
1,6003	127,88	4,9653e+008
1,6303	136,7	5,0048e+008
1,6603	673,78	5,0399e+008
1,6903	949,4	5,072e+008
1,7203	2567,8	5,1014e+008
1,7503	1520,	5,1275e+008
1,7803	1221,1	5,1533e+008
1,8103	527,04	5,1765e+008
1,8403	1198,5	5,1966e+008
1,8703	255,43	5,2103e+008
1,9003	831,49	5,2144e+008
1,9303	887,12
1,9603	682,18	5,2131e+008
1,9802	235,4	5,2116e+008
2,	126,28	5,2107e+008
2,0303	874,49	2,8828e+008
2,0408	253,84	2,7907e+008
2,0513	376,17	2,7804e+008
2,0532	336,03
2,0552	256,78
2,0581	142,58
2,0624	32,794
2,0689	218,41
2,0787	103,01
2,0933	570,
2,1153	12,128
2,1453	522,86
2,1753	351,85
2,2053	133,81
2,2353	654,32
2,2653	181,67
2,2953	330,68
2,3253	572,57
2,3553	113,77	2,7805e+008
2,3853	280,51
2,4153	2,6106
2,4453	141,41
2,4753	213,24
2,5053	461,07
2,5353	419,99
2,5653	151,3
2,5953	39,612
2,6253	74,336
2,6553	277,09
2,6853	186,96
2,7153	100,08
2,7453	411,37
2,7753	32,375
2,8053	562,76
2,8353	72,247
2,8653	113,68
2,8953	58,247	2,7806e+008
2,9253	450,87
2,9553	128,4
2,9853	380,33
3,	221,31

FIGURE 14
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress > Figure

FIGURE 15
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress 2

TABLE 25
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress 2

Time [s]	Minimum [Pa]	Maximum [Pa]
3,0303e-002	8,9697e-009	5,4729e-008
6,0303e-002	4,3936e-008	6,8817e-008
9,0303e-002	2,4576e-008	8,0553e-008
0,1203	4,2907e-008	2,7787e-007
0,1503	1,0227e-008	1,0001e-007
0,1803	1,2135e-008	4,265e-007
0,2103	2,9105e-008	4,0278e-007
0,2403	4,2959e-008	4,7288e-007
0,2703	1,0141e-011	5,1744e-007
0,3003	4,3306e-012	5,1954e-007
0,3303	1,5875e-011	5,2124e-007
0,3603	1,3616e-010	4,4963e-007
0,3903	1,4348e-011	5,837e-007
0,4203	3,5347e-012	6,7899e-007
0,4503	2,4016e-011	6,7424e-007
0,4803	2,2404e-011	7,1696e-007
0,5103	3,1583e-012	6,8828e-007
0,5403	2,7458e-011	7,3124e-007
0,5703	4,2667e-011	8,1605e-007
0,6003	1,1943e-011	5,0743e-007
0,6303	1,6285e-010	4,5712e-007
0,6603	2,1865e-011	3,6369e-007
0,6708	25239	3,0315e+007
0,6813	1,0127e+005	1,2619e+008
0,69705	2,1602e+005	2,7455e+008
0,72068	3,6077e+005	3,0241e+008
0,7443	4,1784e+005	3,1339e+008
0,7743	4,3718e+005	3,2766e+008
0,8043	4,4491e+005	3,404e+008
0,8343	4,525e+005	3,4923e+008
0,8643	4,5918e+005	3,6026e+008
0,8943	4,6649e+005	3,6921e+008
0,9243	4,7292e+005	3,7588e+008
0,9543	4,7807e+005	3,8228e+008
0,9843	4,7641e+005	3,8931e+008
1,	4,7468e+005	3,9259e+008
1,0303	4,7247e+005	3,9843e+008
1,0603	4,6853e+005	4,0419e+008
1,0903	4,4997e+005	4,1025e+008
1,1203	4,0353e+005	4,1625e+008
1,1503	3,6792e+005	4,2221e+008
1,1803	3,6781e+005	4,2806e+008
1,2103	3,6834e+005	4,3376e+008
1,2403	3,6802e+005	4,3928e+008
1,2703	3,6529e+005	4,4472e+008
1,3003	3,6383e+005	4,5001e+008
1,3303	3,6198e+005	4,5517e+008
1,3603	3,6052e+005	4,6015e+008
1,3903	3,5302e+005	4,65e+008
1,4203	3,4348e+005	4,6976e+008
1,4503	3,3491e+005	4,7445e+008
1,4803	3,263e+005	4,7903e+008
1,5103	3,1882e+005	4,8354e+008
1,5403	3,0929e+005	4,8801e+008
1,5703	3,0134e+005	4,9238e+008
1,6003	2,9421e+005	4,9653e+008
1,6303	2,8805e+005	5,0048e+008
1,6603	2,8311e+005	5,0399e+008
1,6903	2,7913e+005	5,072e+008
1,7203	2,7625e+005	5,1014e+008
1,7503	2,7503e+005	5,1275e+008
1,7803	2,7053e+005	5,1533e+008
1,8103	2,6711e+005	5,1765e+008
1,8403	2,6466e+005	5,1966e+008
1,8703	2,6218e+005	5,2103e+008
1,9003	2,6053e+005	5,2144e+008
1,9303	2,5953e+005
1,9603	2,5902e+005	5,2131e+008
1,9802	2,6044e+005	5,2116e+008
2,	2,5992e+005	5,2107e+008
2,0303	1,405e+005	2,8828e+008
2,0408	1,0867e+005	2,7907e+008
2,0513	1,003e+005	2,7804e+008
2,0532	1,0011e+005
2,0552	99898
2,0581	99593
2,0624	99126
2,0689	98430
2,0787	97389
2,0933	95833
2,1153	93509
2,1453	90359
2,1753	87231
2,2053	84127
2,2353	81046
2,2653	77989
2,2953	74957
2,3253	71948
2,3553	68964	2,7805e+008
2,3853	66006
2,4153	63072
2,4453	60163
2,4753	57279
2,5053	54421
2,5353	51588
2,5653	48781
2,5953	45999
2,6253	43242
2,6553	40511
2,6853	37805
2,7153	35125
2,7453	32471
2,7753	29841
2,8053	27237
2,8353	24658
2,8653	22105
2,8953	19576	2,7806e+008
2,9253	17072
2,9553	14593
2,9853	12138
3,	10944

FIGURE 16
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress 2 > Figure

FIGURE 17
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Elastic Strain

TABLE 26
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Elastic Strain

Time [s]	Minimum [m/m]	Maximum [m/m]
3,0303e-002	4,4849e-020	2,7365e-019
6,0303e-002	2,1968e-019	3,4408e-019
9,0303e-002	1,2288e-019	4,0277e-019
0,1203	2,1453e-019	1,3893e-018
0,1503	5,1136e-020	5,0006e-019
0,1803	6,0677e-020	2,1325e-018
0,2103	1,4553e-019	2,0139e-018
0,2403	2,148e-019	2,3644e-018
0,2703	2,169e-022	2,5872e-018
0,3003	1,2162e-022	2,5977e-018
0,3303	7,9374e-023	2,6062e-018
0,3603	1,754e-021	2,2482e-018
0,3903	7,174e-023	2,9185e-018
0,4203	9,0856e-023	3,395e-018
0,4503	1,2008e-022	3,3712e-018
0,4803	6,686e-022	3,5848e-018
0,5103	2,7458e-022	3,4414e-018
0,5403	2,1348e-022	3,6562e-018
0,5703	5,1702e-022	4,0803e-018
0,6003	5,9715e-023	2,5372e-018
0,6303	8,1426e-022	2,2856e-018
0,6603	1,9623e-022	1,8185e-018
0,6708	1,262e-007	1,5167e-004
0,6813	5,0646e-007	6,3131e-004
0,69705	1,0801e-006	1,3735e-003
0,72068	1,8045e-006	1,514e-003
0,7443	2,0892e-006	1,5699e-003
0,7743	2,1862e-006	1,6408e-003
0,8043	2,2264e-006	1,7036e-003
0,8343	2,263e-006	1,7477e-003
0,8643	2,2959e-006	1,803e-003
0,8943	2,3324e-006	1,8472e-003
0,9243	2,3646e-006	1,8803e-003
0,9543	2,3903e-006	1,9129e-003
0,9843	2,3821e-006	1,948e-003
1,	2,3734e-006	1,9642e-003
1,0303	2,3624e-006	1,993e-003
1,0603	2,3426e-006	2,0209e-003
1,0903	2,2499e-006	2,0512e-003
1,1203	2,0191e-006	2,0812e-003
1,1503	1,8396e-006	2,1111e-003
1,1803	1,8391e-006	2,1403e-003
1,2103	1,8417e-006	2,1688e-003
1,2403	1,8401e-006	2,1964e-003
1,2703	1,8265e-006	2,2236e-003
1,3003	1,8191e-006	2,25e-003
1,3303	1,8099e-006	2,2759e-003
1,3603	1,8026e-006	2,3008e-003
1,3903	1,7651e-006	2,325e-003
1,4203	1,7174e-006	2,3488e-003
1,4503	1,6745e-006	2,3723e-003
1,4803	1,6315e-006	2,3952e-003
1,5103	1,5941e-006	2,4177e-003
1,5403	1,5464e-006	2,4401e-003
1,5703	1,5067e-006	2,4619e-003
1,6003	1,4711e-006	2,4827e-003
1,6303	1,4402e-006	2,5024e-003
1,6603	1,4155e-006	2,52e-003
1,6903	1,3956e-006	2,536e-003
1,7203	1,3812e-006	2,5507e-003
1,7503	1,3751e-006	2,5638e-003
1,7803	1,3527e-006	2,5767e-003
1,8103	1,3355e-006	2,5882e-003
1,8403	1,3233e-006	2,5983e-003
1,8703	1,3109e-006	2,6051e-003
1,9003	1,3026e-006	2,6072e-003
1,9303	1,2977e-006
1,9603	1,2951e-006	2,6065e-003
1,9802	1,3022e-006	2,6058e-003
2,	1,2996e-006	2,6054e-003
2,0303	7,0252e-007	1,4436e-003
2,0408	5,4336e-007	1,3977e-003
2,0513	5,0148e-007	1,3926e-003
2,0532	5,0053e-007
2,0552	4,9949e-007
2,0581	4,9797e-007
2,0624	4,9563e-007
2,0689	4,9215e-007
2,0787	4,8694e-007
2,0933	4,7916e-007
2,1153	4,6755e-007
2,1453	4,5179e-007
2,1753	4,3616e-007
2,2053	4,2064e-007
2,2353	4,0523e-007
2,2653	3,8995e-007
2,2953	3,7478e-007
2,3253	3,5974e-007
2,3553	3,4482e-007
2,3853	3,3003e-007
2,4153	3,1536e-007
2,4453	3,0081e-007
2,4753	2,864e-007
2,5053	2,721e-007
2,5353	2,5794e-007
2,5653	2,439e-007	1,3927e-003
2,5953	2,2999e-007
2,6253	2,1621e-007
2,6553	2,0256e-007
2,6853	1,8903e-007
2,7153	1,7563e-007
2,7453	1,6235e-007
2,7753	1,4921e-007
2,8053	1,3619e-007
2,8353	1,2329e-007
2,8653	1,1052e-007
2,8953	9,788e-008
2,9253	8,5361e-008
2,9553	7,2964e-008
2,9853	6,0691e-008
3,	5,4718e-008

FIGURE 18
Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Elastic Strain > Figure

FIGURE 19
Model (A4) > Static Structural (A5) > Solution (A6) > Normal Stress

TABLE 27
Model (A4) > Static Structural (A5) > Solution (A6) > Normal Stress

Length [m]	Value [Pa]
0,	-5,9004e+008
2,0833e-004	-5,8602e+008
4,1667e-004	-5,8161e+008
6,25e-004	-5,7276e+008
8,3333e-004	-5,6394e+008
1,0417e-003	-5,5534e+008
1,25e-003	-5,4658e+008
1,4583e-003	-5,3729e+008
1,6667e-003	-5,2771e+008
1,875e-003	-5,1751e+008
2,0833e-003	-5,0551e+008
2,2917e-003	-4,9081e+008
2,5e-003	-4,753e+008
2,7083e-003	-4,5893e+008
2,9167e-003	-4,4611e+008
3,125e-003	-4,3609e+008
3,3333e-003	-4,2642e+008
3,5417e-003	-4,1693e+008
3,75e-003	-4,0817e+008
3,9583e-003	-3,9969e+008
4,1667e-003	-3,0147e+008
4,375e-003	-1,8083e+008
4,5833e-003	1,661e+007
4,7917e-003	2,2452e+008
5,e-003	2,6673e+008
5,2083e-003	3,0149e+008
5,4167e-003	3,2326e+008
5,625e-003	3,4447e+008
5,8333e-003	3,6155e+008
6,0417e-003	3,7832e+008
6,25e-003	3,9387e+008
6,4583e-003	4,0885e+008
6,6667e-003	4,2236e+008
6,875e-003	4,3574e+008
7,0833e-003	4,4888e+008
7,2917e-003	4,6174e+008
7,5e-003	4,7423e+008
7,7083e-003	4,8638e+008
7,9167e-003	4,9822e+008
8,125e-003	5,0972e+008
8,3333e-003	5,21e+008
8,5417e-003	5,3209e+008
8,75e-003	5,4309e+008
8,9583e-003	5,5385e+008
9,1667e-003	5,6453e+008
9,375e-003	5,7467e+008
9,5833e-003	5,847e+008
9,7917e-003	5,9264e+008
1,e-002	6,0039e+008

FIGURE 20
Model (A4) > Static Structural (A5) > Solution (A6) > Normal Stress > Figure

FIGURE 21
Model (A4) > Static Structural (A5) > Solution (A6) > Elemental Euler XY Angle

TABLE 28
Model (A4) > Static Structural (A5) > Solution (A6) > Elemental Euler XY Angle

Time [s]	Minimum [°]	Maximum [°]
3,0303e-002	0,	0,
6,0303e-002
9,0303e-002
0,1203
0,1503
0,1803
0,2103
0,2403
0,2703
0,3003
0,3303
0,3603
0,3903
0,4203
0,4503
0,4803
0,5103
0,5403
0,5703
0,6003
0,6303
0,6603
0,6708	1,5331e-004	6,2309e-002
0,6813	6,3802e-004	0,25621
0,69705	1,387e-003	0,55439
0,72068	1,83e-003	0,97421
0,7443	-1,4206e-002	1,329
0,7743	-3,9737e-002	1,7599
0,8043	-3,9539e-002	2,1917
0,8343	-1,3759e-002	2,6244
0,8643	-9,2078e-003	3,0588
0,8943	1,1199e-003	3,4942
0,9243	1,7085e-003	3,9337
0,9543	3,9945e-003	4,3771
0,9843	1,012e-002	4,822
1,	1,4837e-002	5,0558
1,0303	1,6747e-002	5,5069
1,0603	1,9197e-002	5,9557
1,0903	2,2465e-002	6,4109
1,1203	2,8472e-002	6,8718
1,1503	2,8724e-002	7,3293
1,1803	2,9022e-002	7,7848
1,2103	2,9113e-002	8,2413
1,2403	2,9241e-002	8,6987
1,2703	2,9586e-002	9,1564
1,3003	3,0291e-002	9,6148
1,3303	3,1248e-002	10,074
1,3603	3,2212e-002	10,534
1,3903	3,3305e-002	10,994
1,4203	3,4554e-002	11,456
1,4503	3,5821e-002	11,918
1,4803	3,7142e-002	12,381
1,5103	3,8764e-002	12,846
1,5403	4,0864e-002	13,313
1,5703	4,3053e-002	13,78
1,6003	4,5203e-002	14,249
1,6303	4,7372e-002	14,719
1,6603	4,9599e-002	15,192
1,6903	5,1838e-002	15,668
1,7203	5,4046e-002	16,147
1,7503	5,6143e-002	16,631
1,7803	5,7812e-002	17,118
1,8103	5,9521e-002	17,608
1,8403	6,1951e-002	18,103
1,8703	6,4755e-002	18,603
1,9003	7,0097e-002	19,107
1,9303	7,0903e-002	19,614
1,9603	7,1823e-002	20,126
1,9802	7,1883e-002	20,465
2,	7,2298e-002	20,806
2,0303	6,9672e-002	19,609
2,0408	6,884e-002	19,218
2,0513	6,8724e-002	19,16
2,0532	6,8723e-002
2,0552
2,0581
2,0624
2,0689
2,0787
2,0933
2,1153
2,1453
2,1753
2,2053
2,2353
2,2653
2,2953
2,3253
2,3553
2,3853
2,4153
2,4453
2,4753
2,5053
2,5353
2,5653
2,5953
2,6253
2,6553
2,6853
2,7153
2,7453
2,7753
2,8053
2,8353
2,8653
2,8953
2,9253
2,9553
2,9853
3,

FIGURE 22
Model (A4) > Static Structural (A5) > Solution (A6) > Elemental Euler XY Angle > Figure

TABLE 29
Model (A4) > Static Structural (A5) > Solution (A6) > Probes

Object Name	Force Reaction	Force Reaction 2
State	Solved
Definition
Type	Force Reaction
Location Method	Boundary Condition
Boundary Condition	Fixed Support	Displacement
Orientation	Global Coordinate System
Suppressed	No
Options
Result Selection	All
Display Time	End Time
Results
X Axis	-2,3073 N	-1,2177e-003 N
Y Axis	55,365 N	14,927 N
Total	55,413 N	14,927 N
Maximum Value Over Time
X Axis	484,57 N	11587 N
Y Axis	34007 N	14,928 N
Total	34797 N	35872 N
Minimum Value Over Time
X Axis	-7370,9 N	-295,38 N
Y Axis	-1,0509e-024 N	-33949 N
Total	4,6016e-026 N	4,8755e-023 N
Information
Time	3, s
Load Step	3
Substep	41
Iteration Number	349

FIGURE 23
Model (A4) > Static Structural (A5) > Solution (A6) > Force Reaction

TABLE 30
Model (A4) > Static Structural (A5) > Solution (A6) > Force Reaction

Time [s]	Force Reaction (X) [N]	Force Reaction (Y) [N]	Force Reaction (Z) [N]	Force Reaction (Total) [N]
3,0303e-002	-4,5438e-026	7,2701e-027	0,	4,6016e-026
6,0303e-002	7,0177e-027	-5,8161e-026		5,8583e-026
9,0303e-002	4,564e-026	-1,8721e-025		1,9269e-025
0,1203	-5,905e-025	1,0017e-025		5,9893e-025
0,1503	-5,9878e-026	1,0703e-026		6,0827e-026
0,1803	2,1649e-025	-7,674e-026		2,2969e-025
0,2103	5,8888e-025	-3,2756e-025		6,7385e-025
0,2403	1,3127e-025	7,9164e-026		1,5329e-025
0,2703	-8,1102e-025	5,2022e-025		9,6353e-025
0,3003	7,1086e-025	2,9929e-025		7,7129e-025
0,3303	-1,3825e-024	3,6351e-026		1,383e-024
0,3603	-5,9777e-025	3,3685e-025		6,8614e-025
0,3903	-6,1715e-025	-9,3946e-025		1,124e-024
0,4203	5,2595e-024	8,1749e-025		5,3227e-024
0,4503	-6,9874e-025	2,0437e-025		7,2802e-025
0,4803	-7,4075e-025	-1,0509e-024		1,2858e-024
0,5103	8,5303e-025	-7,2701e-027		8,5306e-025
0,5403	-7,1894e-026	3,6431e-025		3,7134e-025
0,5703	-8,7403e-025	-8,5626e-026		8,7822e-025
0,6003	5,0326e-025	2,9081e-025		5,8123e-025
0,6303	-2,7021e-025	4,5257e-025		5,2709e-025
0,6603	1,9387e-025	-1,9589e-025		2,7561e-025
0,6708	-190,82	1262,9		1277,2
0,6813	-817,13	5289,		5351,8
0,69705	-1827,9	11446		11591
0,72068	-3074,	18403		18658
0,7443	-3565,8	20568		20875
0,7743	-3878,3	21415		21763
0,8043	-4169,2	22077		22467
0,8343	-4443,6	22597		23030
0,8643	-4723,1	23093		23571
0,8943	-5005,5	23559		24085
0,9243	-5281,3	23953		24528
0,9543	-5564,8	24345		24972
0,9843	-5839,2	24665		25346
1,	-6083,5	25238		25961
1,0303	-6296,	25420		26188
1,0603	-6136,3	25596		26321
1,0903	-4538,8	25953		26347
1,1203	-1548,9	26337		26382
1,1503	484,57	26990		26995
1,1803	372,94	27388		27391
1,2103	157,41	27741		27742
1,2403	-64,105	28013		28013
1,2703	-287,08	27963		27965
1,3003	-515,62	28239		28243
1,3303	-748,81	28502		28512
1,3603	-999,04	29127		29144
1,3903	-1245,7	29408		29434
1,4203	-1477,3	29284		29322
1,4503	-1729,4	29538		29588
1,4803	-1985,2	29775		29841
1,5103	-2266,1	30289		30374
1,5403	-2509,2	30230		30334
1,5703	-2777,4	30450		30576
1,6003	-3049,5	30661		30812
1,6303	-3327,1	30877		31056
1,6603	-3610,3	31096		31305
1,6903	-3901,5	31332		31574
1,7203	-4198,	31559		31837
1,7503	-4519,9	31917		32235
1,7803	-4809,9	32001		32360
1,8103	-5131,4	32258		32663
1,8403	-5468,4	32563		33019
1,8703	-5796,1	32766	33274
1,9003	-6141,6	33028	33594
1,9303	-6491,8	33275	33902
1,9603	-6844,2	33493	34185
1,9802	-7129,1	33864	34607
2,	-7370,9	34007	34797
2,0303	-4458,8	8384,6	9496,4
2,0408	-516,14	1025,	1147,6
2,0513	-1,9079	47,528	47,566
2,0532	-3,341	53,928	54,031
2,0552	-3,8007	56,151	56,279
2,0581	-3,7352	55,851	55,975
2,0624	-3,6132	55,346	55,464
2,0689	-3,6091	55,37	55,487
2,0787	-3,594	55,364	55,48
2,0933	-3,5729	55,363	55,478
2,1153	-3,5408		55,476
2,1453	-3,4966	55,364	55,474
2,1753	-3,4522		55,472
2,2053	-3,4066		55,469
2,2353	-3,3594		55,466
2,2653	-3,3105		55,463
2,2953	-3,2599		55,46
2,3253	-3,2073		55,457
2,3553	-3,1548		55,453
2,3853	-3,1084	55,365	55,452
2,4153	-3,0597	55,364	55,449
2,4453	-3,0092		55,446
2,4753	-2,9567		55,443
2,5053	-2,9021	55,365	55,441
2,5353	-2,8475		55,438
2,5653	-2,7978	55,367
2,5953	-2,745	55,365	55,433
2,6253	-2,69		55,43
2,6553	-2,6326		55,427
2,6853	-2,5724		55,425
2,7153	-2,5201		55,422
2,7453	-2,4679		55,42
2,7753	-2,4221	55,364	55,417
2,8053	-2,395	55,365
2,8353	-2,3687		55,415
2,8653	-2,3416	55,367	55,416
2,8953	-2,3132
2,9253	-2,305	55,366	55,414
2,9553	-2,3067	55,367	55,415
2,9853	-2,3077	55,368	55,416
3,	-2,3073	55,365	55,413

FIGURE 24
Model (A4) > Static Structural (A5) > Solution (A6) > Force Reaction > Figure

FIGURE 25
Model (A4) > Static Structural (A5) > Solution (A6) > Force Reaction 2

TABLE 31
Model (A4) > Static Structural (A5) > Solution (A6) > Force Reaction 2

Time [s]	Force Reaction 2 (X) [N]	Force Reaction 2 (Y) [N]	Force Reaction 2 (Z) [N]	Force Reaction 2 (Total) [N]
3,0303e-002	7,3929e-024	-1,0671e-022	0,	1,0696e-022
6,0303e-002	5,0872e-023	-6,1377e-022		6,1587e-022
9,0303e-002	1,2408e-023	4,7149e-023		4,8755e-023
0,1203	-7,4446e-024	5,9888e-022		5,9893e-022
0,1503	-2,2334e-023	4,4668e-023		4,994e-023
0,1803	-1,1581e-023	-5,7489e-022		5,7501e-022
0,2103	1,4889e-023	8,9336e-023		9,0568e-023
0,2403	2,7297e-023	-7,0641e-022		7,0694e-022
0,2703	1,4476e-023	-1,9521e-022		1,9575e-022
0,3003	-1,0753e-023	-5,0127e-022		5,0139e-022
0,3303	-7,1965e-023	7,0476e-022		7,0842e-022
0,3603	-6,1211e-023	-2,1705e-021		2,1714e-021
0,3903	-4,7149e-023	-3,0407e-021		3,0411e-021
0,4203	1,1994e-023	2,6536e-021		2,6536e-021
0,4503	6,452e-023	1,024e-021		1,0261e-021
0,4803	1,7371e-023	6,9483e-023		7,1622e-023
0,5103	-8,2718e-025	-2,2747e-021		2,2747e-021
0,5403	-1,1581e-023	-1,972e-021		1,972e-021
0,5703	-3,4742e-023	2,1573e-021		2,1576e-021
0,6003	1,3152e-022	-4,4089e-021		4,4108e-021
0,6303	-5,6248e-023	3,6264e-021		3,6268e-021
0,6603	5,7903e-023	-2,2102e-021		2,211e-021
0,6708	2,3383	-1254,		1254,1
0,6813	38,377	-5274,4		5274,5
0,69705	162,53	-11551		11552
0,72068	391,87	-18494		18498
0,7443	992,3	-20518		20542
0,7743	2197,7	-21531		21643
0,8043	2903,5	-22209		22398
0,8343	3285,3	-22770		23006
0,8643	3475,5	-23263		23522
0,8943	3642,	-23714		23992
0,9243	3789,8	-24135		24430
0,9543	3929,	-24527		24840
0,9843	4059,5	-24892		25221
1,	4126,2	-25072		25409
1,0303	4237,4	-25340		25692
1,0603	4360,3	-25708		26075
1,0903	4477,9	-26028		26410
1,1203	4589,7	-26389		26785
1,1503	4690,4	-26759		27167
1,1803	4782,1	-27082		27501
1,2103	4870,6	-27375		27805
1,2403	4960,4	-27653		28095
1,2703	5055,9	-27958		28411
1,3003	5150,7	-28235		28701
1,3303	5250,2	-28512		28991
1,3603	5346,3	-28757		29250
1,3903	5451,4	-29018		29525
1,4203	5565,3	-29284		29808
1,4503	5679,9	-29529		30071
1,4803	5803,6	-29770		30330
1,5103	5933,9	-29998		30579
1,5403	6079,5	-30233		30838
1,5703	6236,4	-30460		31091
1,6003	6413,9	-30683		31346
1,6303	6616,1	-30904		31604
1,6603	6854,1	-31124		31870
1,6903	7137,3	-31349		32151
1,7203	7459,6	-31579		32449
1,7503	7814,6	-31853		32798
1,7803	8186,8	-32062		33091
1,8103	8583,6	-32308		33429
1,8403	9004,8	-32550		33773
1,8703	9456,9	-32812	34148
1,9003	9927,7	-33071	34529
1,9303	10418	-33339	34929
1,9603	10915	-33610	35338
1,9802	11250	-33795	35619
2,	11587	-33949	35872
2,0303	-295,38	-8456,5	8461,7
2,0408	-45,658	-959,43	960,51
2,0513	-1,6028e-003	14,928	14,928
2,0532	-1,6017e-003
2,0552	-1,6002e-003
2,0581	-1,5984e-003
2,0624	-1,5958e-003
2,0689	-1,5919e-003
2,0787	-1,586e-003
2,0933	-1,5772e-003
2,1153	-1,5643e-003
2,1453	-1,5472e-003
2,1753	-1,5305e-003
2,2053	-1,5143e-003
2,2353	-1,4985e-003
2,2653	-1,4832e-003
2,2953	-1,4682e-003
2,3253	-1,4537e-003
2,3553	-1,4396e-003
2,3853	-1,4259e-003
2,4153	-1,4126e-003
2,4453	-1,3996e-003
2,4753	-1,3871e-003
2,5053	-1,3748e-003
2,5353	-1,363e-003
2,5653	-1,3515e-003
2,5953	-1,3403e-003
2,6253	-1,3294e-003
2,6553	-1,3188e-003
2,6853	-1,3086e-003
2,7153	-1,2986e-003
2,7453	-1,289e-003
2,7753	-1,2796e-003
2,8053	-1,2705e-003	14,927	14,927
2,8353	-1,2617e-003
2,8653	-1,2531e-003
2,8953	-1,2448e-003
2,9253	-1,2368e-003
2,9553	-1,2289e-003
2,9853	-1,2213e-003
3,	-1,2177e-003

FIGURE 26
Model (A4) > Static Structural (A5) > Solution (A6) > Force Reaction 2 > Figure

Material Data

1.4541

TABLE 32
1.4541 > Constants

Density	7800, kg m^-3

TABLE 33
1.4541 > Color

Red	Green	Blue
235,	222,	222,

TABLE 34
1.4541 > Isotropic Elasticity

Temperature C	Young's Modulus Pa	Poisson's Ratio	Bulk Modulus Pa	Shear Modulus Pa
	2,e+011	0,28	1,5152e+011	7,8125e+010

TABLE 35
1.4541 > Multilinear Kinematic Hardening

Stress Pa	Plastic Strain m m^-1	Temperature C
2,95e+008	0,	22,
3,54e+008	2,3e-002	22,
3,7e+008	2,9e-002	22,
3,83e+008	3,5e-002	22,
3,96e+008	4,1e-002	22,
4,08e+008	4,7e-002	22,
4,56e+008	7,1e-002	22,
5,01e+008	9,4e-002	22,
5,83e+008	0,138	22,
6,52e+008	0,181	22,
7,18e+008	0,222	22,
7,77e+008	0,261	22,
8,38e+008	0,299	22,
8,99e+008	0,335	22,
9,54e+008	0,37	22,
1,005e+009	0,404	22,
1,048e+009	0,437	22,
1,086e+009	0,469	22,

Steel

TABLE 36
Steel > Constants

Density	7800, kg m^-3

TABLE 37
Steel > Color

Red	Green	Blue
182,	229,	228,

TABLE 38
Steel > Isotropic Elasticity

Temperature C	Young's Modulus Pa	Poisson's Ratio	Bulk Modulus Pa	Shear Modulus Pa
	2,e+011	0,3	1,6667e+011	7,6923e+010