First Saved

Tuesday, December 24, 2013

Last Saved

Tuesday, December 24, 2013

Product Version

15.0 Release

Save Project Before Solution

No

Save Project After Solution

No

Unit System

Metric (mm, kg, N, s, mV, mA) Degrees rad/s Celsius

Angle

Degrees

Rotational Velocity

rad/s

Temperature

Celsius

Object Name

Geometry

State

Fully Defined

Definition

Source

C:\Users\Грант\AppData\Local\Temp\WB_NOTE_Грант_5744_2\unsaved_project_files\dp0\Geom\DM\Geom.agdb

Type

DesignModeler

Length Unit

Meters

Element Control

Program Controlled

Display Style

Body Color

Bounding Box

Length X

814,06 mm

Length Y

500, mm

Length Z

800, mm

Properties

Volume

1,2232e+007 mm³

Mass

96,019 kg

Scale Factor Value

1,

Statistics

Bodies

1

Active Bodies

1

Nodes

3369

Elements

1590

Mesh Metric

None

Basic Geometry Options

Parameters

Yes

Parameter Key

DS

Attributes

No

Named Selections

No

Material Properties

No

Advanced Geometry Options

Use Associativity

Yes

Coordinate Systems

No

Reader Mode Saves Updated File

No

Use Instances

Yes

Smart CAD Update

No

Compare Parts On Update

No

Attach File Via Temp File

Yes

Temporary Directory

C:\Users\Грант\AppData\Local\Temp

Analysis Type

3-D

Decompose Disjoint Geometry

Yes

Enclosure and Symmetry Processing

Yes

Object Name

Деталь

State

Meshed

Graphics Properties

Visible

Yes

Transparency

1

Definition

Suppressed

No

Stiffness Behavior

Flexible

Coordinate System

Default Coordinate System

Reference Temperature

By Environment

Material

Assignment

Structural Steel

Nonlinear Effects

Yes

Thermal Strain Effects

Yes

Bounding Box

Length X

814,06 mm

Length Y

500, mm

Length Z

800, mm

Properties

Volume

1,2232e+007 mm³

Mass

96,019 kg

Centroid X

111,76 mm

Centroid Y

-174,04 mm

Centroid Z

-6,9764e-005 mm

Moment of Inertia Ip1

6,7906e+006 kg·mm²

Moment of Inertia Ip2

1,1226e+007 kg·mm²

Moment of Inertia Ip3

7,57e+006 kg·mm²

Statistics

Nodes

3369

Elements

1590

Mesh Metric

None

Object Name

Global Coordinate System

State

Fully Defined

Definition

Type

Cartesian

Coordinate System ID

0,

Origin

Origin X

0, mm

Origin Y

0, mm

Origin Z

0, mm

Directional Vectors

X Axis Data

[ 1, 0, 0, ]

Y Axis Data

[ 0, 1, 0, ]

Z Axis Data

[ 0, 0, 1, ]

Object Name

Mesh

State

Solved

Defaults

Physics Preference

Mechanical

Relevance

0

Sizing

Use Advanced Size Function

Off

Relevance Center

Coarse

Element Size

Default

Initial Size Seed

Active Assembly

Smoothing

Medium

Transition

Fast

Span Angle Center

Coarse

Minimum Edge Length

6,7170 mm

Inflation

Use Automatic Inflation

None

Inflation Option

Smooth Transition

Transition Ratio

0,272

Maximum Layers

5

Growth Rate

1,2

Inflation Algorithm

Pre

View Advanced Options

No

Patch Conforming Options

Triangle Surface Mesher

Program Controlled

Patch Independent Options

Topology Checking

Yes

Advanced

Number of CPUs for Parallel Part Meshing

Program Controlled

Shape Checking

Standard Mechanical

Element Midside Nodes

Program Controlled

Straight Sided Elements

No

Number of Retries

Default (4)

Extra Retries For Assembly

Yes

Rigid Body Behavior

Dimensionally Reduced

Mesh Morphing

Disabled

Defeaturing

Pinch Tolerance

Please Define

Generate Pinch on Refresh

No

Automatic Mesh Based Defeaturing

On

Defeaturing Tolerance

Default

Statistics

Nodes

3369

Elements

1590

Mesh Metric

None

Object Name

Static Structural (B5)

State

Solved

Definition

Physics Type

Structural

Analysis Type

Static Structural

Solver Target

Mechanical APDL

Options

Environment Temperature

22, °C

Generate Input Only

No

Object Name

Analysis Settings

State

Fully Defined

Step Controls

Number Of Steps

10,

Current Step Number

1,

Step End Time

1, s

Auto Time Stepping

Program Controlled

Solver Controls

Solver Type

Program Controlled

Weak Springs

Program Controlled

Large Deflection

Off

Inertia Relief

Off

Restart Controls

Generate Restart Points

Program Controlled

Retain Files After Full Solve

No

Nonlinear Controls

Newton-Raphson Option

Program Controlled

Force Convergence

Program Controlled

Moment Convergence

Program Controlled

Displacement Convergence

Program Controlled

Rotation Convergence

Program Controlled

Line Search

Program Controlled

Stabilization

Off

Output Controls

Stress

Yes

Strain

Yes

Nodal Forces

No

Contact Miscellaneous

No

General Miscellaneous

No

Store Results At

All Time Points

Analysis Data Management

Solver Files Directory

C:\Users\Грант\AppData\Local\Temp\WB_NOTE_Грант_5744_2\unsaved_project_files\dp0\SYS\MECH\

Future Analysis

None

Scratch Solver Files Directory

Save MAPDL db

No

Delete Unneeded Files

Yes

Nonlinear Solution

No

Solver Units

Active System

Solver Unit System

nmm

Step

Step End Time

1

1, s

2

2, s

3

3, s

4

4, s

5

5, s

6

6, s

7

7, s

8

8, s

9

9, s

10

10, s

Object Name

Standard Earth Gravity

State

Fully Defined

Scope

Geometry

All Bodies

Definition

Coordinate System

Global Coordinate System

X Component

0, mm/s² (ramped)

Y Component

-9806,6 mm/s² (ramped)

Z Component

0, mm/s² (ramped)

Suppressed

No

Direction

-Y Direction

Object Name

Pressure

Fixed Support

State

Fully Defined

Scope

Scoping Method

Geometry Selection

Geometry

1 Face

Definition

Type

Pressure

Fixed Support

Define By

Vector

Magnitude

Tabular Data

Direction

Defined

Suppressed

No

Steps

Time [s]

Pressure [MPa]

1

0,

0,

1,

2

2,

= 11111

3

3,

= 22222

4

4,

= 33333

5

5,

= 44444

6

6,

= 55556

7

7,

= 66667

8

8,

= 77778

9

9,

= 88889

10

10,

1,e+005

Object Name

Solution (B6)

State

Solve Failed

Adaptive Mesh Refinement

Max Refinement Loops

1,

Refinement Depth

2,

Information

Status

Solve Required

Object Name

Solution Information

State

Solve Failed

Solution Information

Solution Output

Solver Output

Newton-Raphson Residuals

0

Update Interval

2,5 s

Display Points

All

FE Connection Visibility

Activate Visibility

Yes

Display

All FE Connectors

Draw Connections Attached To

All Nodes

Line Color

Connection Type

Visible on Results

No

Line Thickness

Single

Display Type

Lines

Object Name

Equivalent Elastic Strain

Total Deformation

State

Solved

Scope

Scoping Method

Geometry Selection

Geometry

All Bodies

Definition

Type

Equivalent Elastic Strain

Total Deformation

By

Time

Display Time

Last

Calculate Time History

Yes

Identifier

Suppressed

No

Integration Point Results

Display Option

Averaged

Average Across Bodies

No

Results

Minimum

1,094e-011 mm/mm

0, mm

Maximum

3,3995e-005 mm/mm

0,2902 mm

Minimum Value Over Time

Minimum

1,094e-011 mm/mm

0, mm

Maximum

1,094e-011 mm/mm

0, mm

Maximum Value Over Time

Minimum

3,3995e-005 mm/mm

0,2902 mm

Maximum

3,3995e-005 mm/mm

0,2902 mm

Information

Time

1, s

Load Step

1

Substep

1

Iteration Number

1

Density

7,85e-006 kg mm^-3

Coefficient of Thermal Expansion

1,2e-005 C^-1

Specific Heat

4,34e+005 mJ kg^-1 C^-1

Thermal Conductivity

6,05e-002 W mm^-1 C^-1

Resistivity

1,7e-004 ohm mm

Compressive Ultimate Strength MPa

0,

Compressive Yield Strength MPa

250,

Tensile Yield Strength MPa

250,

Tensile Ultimate Strength MPa

460,

Reference Temperature C

22,

Alternating Stress MPa

Cycles

Mean Stress MPa

3999,

10,

0,

2827,

20,

0,

1896,

50,

0,

1413,

100,

0,

1069,

200,

0,

441,

2000,

0,

262,

10000

0,

214,

20000

0,

138,

1,e+005

0,

114,

2,e+005

0,

86,2

1,e+006

0,

Strength Coefficient MPa

Strength Exponent

Ductility Coefficient

Ductility Exponent

Cyclic Strength Coefficient MPa

Cyclic Strain Hardening Exponent

920,

-0,106

0,213

-0,47

1000,

0,2

Temperature C

Young's Modulus MPa

Poisson's Ratio

Bulk Modulus MPa

Shear Modulus MPa

2,e+005

0,3

1,6667e+005

76923

Relative Permeability

10000