ANSYS ANALYSIS

Project

First Saved Tuesday, September 09, 2014

Last Saved Tuesday, September 09, 2014

Product Version 14.0 Release

Save Project Before Solution No

Save Project After Solution No

Page 1 of 12Project

09-09-2014file://C:\Users\hp\AppData\Roaming\Ansys\v140\Mechanical_Report\Mechanical_R...

Contents

Units

Model (A4)

Geometry

Parts Coordinate Systems Connections

Contacts

Contact Regions Mesh

Refinement Static Structural (A5)

Analysis Settings Loads Solution (A6)

Solution Information Results

Material Data

Structural Steel

Units

TABLE 1

Model (A4)

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

Angle Degrees

Rotational Velocity rad/s

Temperature Celsius

Geometry

TABLE 2 Model (A4) > Geometry

Object Name Geometry

State Fully Defined

Definition

Source C:\Users\hp\Documents\STOOLDRG-023-1\STL023-1.asm.3

Type Creo Parametric

Length Unit Millimeters

Element Control Program Controlled

Display Style Body Color

Bounding Box

Length X 570. mm

Length Y 250. mm

Length Z 570. mm

Properties

Volume 2.0522e+007 mm

Mass 161.1 kg

Scale Factor Value 1.

Statistics

Page 2 of 12Project


TABLE 3 Model (A4) > Geometry > Parts

Bodies 8

Active Bodies 8

Nodes 81279

Elements 25381

Mesh Metric None

Basic Geometry Options

Solid Bodies Yes

Surface Bodies Yes

Line Bodies No

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

Attach File Via Temp File Yes

Temporary Directory C:\Users\hp\AppData\Local\Temp

Analysis Type 3-D

Mixed Import Resolution None

Decompose Disjoint Faces Yes

Enclosure and Symmetry Processing Yes

Object Name F2[41] W1[45] W1[51] S1[56] S1[62]

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 470. mm 570. mm 25. mm

Length Y 40. mm 174. mm

Length Z 470. mm 25. mm 128. mm

Properties

Volume 5.9994e+006 mm 2.287e+006 mm 4.6055e+005 mm

Mass 47.095 kg 17.953 kg 3.6153 kg

Centroid X 201.48 mm 235. mm

Centroid Y 20. mm 130. mm 134.45 mm

Centroid Z -235. mm -95.5 mm -374.5 mm -28.892 mm -441.11 mm

Moment of Inertia Ip1 1.1637e+006 kgmm 45968 kgmm 9411. kgmm

Moment of Inertia Ip2 2.052e+006 kgmm 4.1891e+005 kgmm 12686 kgmm

Moment of Inertia Ip3 9.0087e+005 kgmm 4.6301e+005 kgmm 3652. kgmm

Page 3 of 12Project


TABLE 4 Model (A4) > Geometry > Parts

Statistics

Nodes 20086 11227 2442

Elements 3844 2112 432

Mesh Metric None

Object Name F1[67] S22[73] S22[80]

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 570. mm 25. mm

Length Y 36. mm 174. mm

Length Z 570. mm 22. mm

Properties

Volume 8.8359e+006 mm 95700 mm

Mass 69.362 kg 0.75124 kg

Centroid X 203.39 mm 235. mm

Centroid Y 232. mm 127. mm

Centroid Z -235. mm -119. mm -351. mm

Moment of Inertia Ip1 1.9297e+006 kgmm 1925.7 kgmm



Statistics

Nodes 32567 644

Elements 16269 90

Mesh Metric None

Coordinate Systems

TABLE 5 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. 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. ]

Page 4 of 12Project


Connections

TABLE 6 Model (A4) > Connections

TABLE 7 Model (A4) > Connections > Contacts

TABLE 8 Model (A4) > Connections > Contacts > Contact Regions

TABLE 9

Object Name Connections

State Fully Defined

Auto Detection

Generate Automatic Connection On Refresh Yes

Transparency

Enabled Yes

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 2.1099 mm

Use Range No

Face/Face Yes

Face/Edge No

Edge/Edge No

Priority Include All

Group By Bodies

Search Across Bodies

Object NameContact Region

Contact Region 2

Contact Region 3

Contact Region 4

Contact Region 5

State Fully Defined

Scope


Contact 1 Face

Target 2 Faces 1 Face

Contact Bodies F2[41]

Target Bodies W1[45] W1[51] S1[56] S1[62] S22[73]

Definition

Type Bonded

Scope Mode Automatic

Behavior Program Controlled

Suppressed No

Advanced

Formulation Program Controlled

Detection Method

Program Controlled

Normal Stiffness Program Controlled

Update Stiffness Program Controlled

Pinball Region Program Controlled

Page 5 of 12Project


Model (A4) > Connections > Contacts > Contact Regions




6Contact Region

7Contact Region

8Contact Region

9Contact Region

10

State Fully Defined

Scope


Contact 1 Face

Target 1 Face

Contact Bodies F2[41] W1[45] W1[51]

Target Bodies S22[80] S1[56] F1[67] S22[73] S1[62]

Definition

Type Bonded



Suppressed No

Advanced


Detection Method

Program Controlled





11Contact Region

12Contact Region

13Contact Region

14Contact Region

15

State Fully Defined

Scope


Contact 1 Face

Target 1 Face

Contact Bodies W1[51] S1[56] S1[62] F1[67]

Target Bodies F1[67] S22[80] F1[67] S22[73]

Definition

Type Bonded



Suppressed No

Advanced


Detection Method

Program Controlled




Object Name Contact Region 16

State Fully Defined

Scope


Contact 1 Face

Target 1 Face

Contact Bodies F1[67]

Target Bodies S22[80]

Page 6 of 12Project


Definition

Type Bonded



Suppressed No

Advanced


Detection Method Program Controlled




Mesh

TABLE 12 Model (A4) > Mesh

Object Name Mesh

State Solved

Defaults

Physics Preference Mechanical

Relevance 0

Sizing

Use Advanced Size Function Off

Relevance Center Fine

Element Size Default

Initial Size Seed Active Assembly

Smoothing Medium

Transition Fast

Span Angle Center Coarse

Minimum Edge Length 20.0 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

Advanced

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 81279

Elements 25381

Page 7 of 12Project


TABLE 13 Model (A4) > Mesh > Mesh Controls

Static Structural (A5)

TABLE 14 Model (A4) > Analysis

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

Mesh Metric None

Object Name Refinement

State Fully Defined

Scope


Geometry 1 Face

Definition

Suppressed No

Refinement 1

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

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 Program Controlled

Large Deflection Off

Inertia Relief Off

Restart Controls

Generate Restart Points Program Controlled

Retain Files After Full Solve

No

Nonlinear Controls

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

Page 8 of 12Project


TABLE 16 Model (A4) > Static Structural (A5) > Loads

FIGURE 1 Model (A4) > Static Structural (A5) > Pressure

Nodal Forces No

Contact Miscellaneous No

General Miscellaneous No

Calculate Results At All Time Points

Max Number of Result Sets

Program Controlled

Analysis Data Management

Solver Files DirectoryC:\Users\hp\AppData\Local\Temp\WB_HP-PC_4312_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

Object Name Fixed Support Pressure

State Fully Defined

Scope


Geometry 1 Face

Definition

Type Fixed Support Pressure

Suppressed No

Define By Components

Coordinate System Global Coordinate System

X Component 0. MPa (ramped)

Y Component -7.355 MPa (ramped)

Z Component 0. MPa (ramped)

Page 9 of 12Project


Solution (A6)

TABLE 17 Model (A4) > Static Structural (A5) > Solution

TABLE 18 Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information

TABLE 19 Model (A4) > Static Structural (A5) > Solution (A6) > Results

Object Name Solution (A6)

State Solved

Adaptive Mesh Refinement

Max Refinement Loops 1.

Refinement Depth 2.

Information

Status Done

Object Name Solution Information

State Solved

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

Page 10 of 12Project


Material Data

Object Name Total Deformation Maximum Principal Stress Equivalent Stress

State Solved

Scope


Geometry All Bodies

Definition

Type Total Deformation Maximum Principal Stress Equivalent (von-Mises) Stress

By Time

Display Time Last

Calculate Time History Yes

Identifier

Suppressed No

Results

Minimum 0. mm -96.634 MPa 2.3374e-002 MPa

Maximum 1.5185 mm 278.48 MPa 615.31 MPa

Minimum Occurs On F2[41] F1[67] F2[41]

Maximum Occurs On F1[67] S1[62]

Information

Time 1. s

Load Step 1

Substep 1

Iteration Number 1

Integration Point Results

Display Option Averaged

Structural Steel

TABLE 20 Structural Steel > Constants

TABLE 21 Structural Steel > Compressive Ultimate Strength

TABLE 22 Structural Steel > Compressive Yield Strength

TABLE 23 Structural Steel > Tensile Yield Strength

TABLE 24 Structural Steel > Tensile Ultimate Strength

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



TABLE 25 Structural Steel > Isotropic Secant Coefficient of Thermal Expansion

TABLE 26 Structural Steel > Alternating Stress Mean Stress

TABLE 27 Structural Steel > Strain-Life Parameters

TABLE 28 Structural Steel > Isotropic Elasticity

TABLE 29 Structural Steel > Isotropic Relative Permeability

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



ANSYS ANALYSIS

Documents

Transcript of ANSYS ANALYSIS