mechanical report beam analysis

Project

First Saved Monday, October 17, 2016

Last Saved Monday, October 17, 2016

Product Version 16.0 Release

Save Project Before Solution No

Save Project After Solution No

Contents

Units

Model (A4) o Geometry

Parts o Construction Geometry

Path o Coordinate Systems o Connections

Contacts Bonded - Line Body To Surface Body

o Mesh o Named Selections o Static Structural (A5)

Analysis Settings Loads Solution (A6)

Solution Information Results Beam Tool

Results Results Stress Tool

Safety Factor

Material Data o Structural Steel

Units

TABLE 1

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

Angle Degrees

Rotational Velocity RPM

Temperature Celsius

Model (A4)

Geometry

TABLE 2 Model (A4) > Geometry

Object Name Geometry

State Fully Defined

Definition

Source C:\Users\Vishnu Rajarangan\AppData\Local\Temp\WB_VISHNU-PC_Vishnu

Rajarangan_10344_2\unsaved_project_files\dp0\SYS\DM\SYS.agdb

Type DesignModeler

Length Unit Meters

Element Control Program Controlled

Display Style Body Color

Bounding Box

Length X 8000. mm

Length Y 2000. mm

Length Z 2000. mm

Properties

Volume 1.7394e+009 mm³

Mass 13655 kg

Scale Factor Value

1.

Statistics

Bodies 2

Active Bodies 2

Nodes 995

Elements 676

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\Vishnu Rajarangan\AppData\Local\Temp

Analysis Type 3-D

Decompose Disjoint

Geometry Yes

Enclosure and Symmetry

Processing Yes

TABLE 3 Model (A4) > Geometry > Parts

Object Name Line Body Surface Body

State Meshed

Graphics Properties

Visible Yes

Transparency 1

Definition

Suppressed No

Coordinate System Default Coordinate System

Reference Temperature By Environment

Offset Mode Refresh on Update

Offset Type Centroid Middle

Model Type Beam

Stiffness Behavior Flexible

Thickness 100. mm

Thickness Mode Refresh on Update

Material

Assignment Structural Steel

Nonlinear Effects Yes

Thermal Strain Effects Yes

Bounding Box

Length X 8000. mm

Length Y 2000. mm 0. mm

Length Z 2000. mm

Properties

Volume 1.3944e+008 mm³ 1.6e+009 mm³

Mass 1094.6 kg 12560 kg

Length 55777 mm

Cross Section Rect1

Cross Section Area 2500. mm²

Cross Section IYY 5.2083e+005 mm²·mm²

Cross Section IZZ 5.2083e+005 mm²·mm²

Centroid X 4000. mm

Centroid Y 0. mm

Centroid Z 1000. mm

Moment of Inertia Ip1 4.1867e+009 kg·mm²



Surface Area(approx.) 1.6e+007 mm²

Statistics

Nodes 544 451

Elements 276 400

Mesh Metric None

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 Edge

Suppressed No

Scope

Geometry 3 Edges

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. 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. ]

Connections

TABLE 7 Model (A4) > Connections

Object Name Connections

State Fully Defined

Auto Detection

Generate Automatic Connection On Refresh Yes

Transparency

Enabled Yes

TABLE 8 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 21.213 mm

Use Range No

Face/Face No

Face/Edge No

Edge/Edge No

Priority Include All

Group By Bodies

Search Across Bodies

Statistics

Connections 1

Active Connections 1

TABLE 9 Model (A4) > Connections > Contacts > Contact Regions

Object Name Bonded - Line Body To Surface Body

State Fully Defined

Scope


Contact 10 Vertices

Target 2 Edges

Contact Bodies Line Body

Target Bodies Surface Body

Shell Thickness Effect No

Definition

Type Bonded

Scope Mode Manual

Trim Contact Program Controlled

Suppressed No

Advanced

Formulation Program Controlled

Penetration Tolerance Program Controlled

Elastic Slip Tolerance Program Controlled

Normal Stiffness Program Controlled

Update Stiffness Program Controlled

Pinball Region Program Controlled

Mesh

TABLE 10 Model (A4) > Mesh

Object Name Mesh

State Solved

Display

Display Style Body Color

Defaults

Physics Preference Mechanical

Relevance 0

Sizing

Use Advanced Size Function On: Curvature

Use Fixed Size Function For Sheets No

Relevance Center Coarse

Initial Size Seed Active Assembly

Smoothing Medium

Span Angle Center Coarse

Curvature Normal Angle Default (30.0 °)

Min Size Default (100.0 mm)

Max Face Size 200.0 mm

Growth Rate Default

Minimum Edge Length 2000.0 mm

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

Patch Conforming Options

Triangle Surface Mesher Program Controlled

Patch Independent Options

Topology Checking No

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

Use Sheet Thickness for Pinch No

Pinch Tolerance Default (90.0 mm)

Generate Pinch on Refresh No

Sheet Loop Removal No

Automatic Mesh Based Defeaturing On

Defeaturing Tolerance Default (75.0 mm)

Statistics

Nodes 995

Elements 676

Mesh Metric None

Named Selections

Static Structural (A5)

TABLE 11 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 12 Model (A4) > Static Structural (A5) > Analysis Settings

Object Name Analysis Settings

State Fully Defined

Step Controls

Number Of Steps 1.

Current Step Number 1.

Step End Time 1. s

Auto Time Stepping Program Controlled

Solver Controls

Solver Type Program Controlled

Weak Springs Program Controlled

Solver Pivot Checking 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 D:\New folder\Beam Analysis_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

TABLE 13 Model (A4) > Static Structural (A5) > Loads

Object Name Fixed Support Displacement Pressure

State Fully Defined

Scope


Geometry 1 Edge 1 Face

Definition

Type Fixed Support Displacement Pressure

Suppressed No

Define By Components Normal To

Coordinate System Global Coordinate System

X Component Free

Y Component 0. mm (ramped)

Z Component Free

Magnitude 0.2 MPa (ramped)

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

FIGURE 2 Model (A4) > Static Structural (A5) > Pressure

Solution (A6)

TABLE 14 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

Post Processing

Calculate Beam Section Results No

TABLE 15 Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information

Object Name Solution Information

State Solved

Solution Information

Solution Output Solver Output

Newton-Raphson Residuals 0

Update Interval 2.5 s

Display Points All

FE Connection Visibility

Activate Visibility Yes

Display All FE Connectors

Draw Connections Attached To All Nodes

Line Color Connection Type

Visible on Results No

Line Thickness Single

Display Type Lines

TABLE 16 Model (A4) > Static Structural (A5) > Solution (A6) > Results

Object Name Equivalent Stress Total Deformation

State Solved

Scope


Geometry All Bodies

Position Top/Bottom

Definition

Type Equivalent (von-Mises) Stress Total Deformation

By Time

Display Time Last

Calculate Time History Yes

Identifier

Suppressed No

Integration Point Results

Display Option Averaged

Average Across Bodies No

Results

Minimum 9.1792 MPa 0. mm

Maximum 123.12 MPa 16.238 mm

Minimum Occurs On Surface Body

Maximum Occurs On Surface Body

Information

Time 1. s

Load Step 1

Substep 1

Iteration Number 1

FIGURE 3 Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress

TABLE 17 Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress

Time [s] Minimum [MPa] Maximum [MPa]

1. 9.1792 123.12

FIGURE 4 Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Stress > Figure

FIGURE 5 Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation

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

Time [s] Minimum [mm] Maximum [mm]

1. 0. 16.238

FIGURE 6 Model (A4) > Static Structural (A5) > Solution (A6) > Total Deformation > Figure

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

Object Name Beam Tool

State Solved

Scope

Geometry All Line Bodies

TABLE 20 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Results

Object Name Direct Stress Minimum Combined Stress Maximum Combined Stress

State Solved

Definition

Type Direct Stress Minimum Combined Stress Maximum Combined Stress

By Time

Display Time Last


Identifier

Suppressed No



Results

Minimum -299.19 MPa -312.91 MPa -295.69 MPa

Maximum 258.06 MPa 256.27 MPa 286.39 MPa

Information

Time 1. s

Load Step 1

Substep 1

Iteration Number 1

FIGURE 7 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Direct Stress

TABLE 21 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Direct Stress


1. -299.19 258.06

FIGURE 8 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Direct Stress > Figure

FIGURE 9 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Minimum Combined Stress

TABLE 22 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Minimum Combined Stress


1. -312.91 256.27

FIGURE 10 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Minimum Combined Stress >

Figure

FIGURE 11 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Maximum Combined Stress

TABLE 23 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Maximum Combined Stress


1. -295.69 286.39

FIGURE 12 Model (A4) > Static Structural (A5) > Solution (A6) > Beam Tool > Maximum Combined Stress >

Figure

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

Object Name Axial Force Total Bending

Moment Total Shear-

Moment Diagram

Total Shear-Moment

Diagram 2

Total Shear-Moment Diagram

3

State Solved

Scope

Scoping Method

Geometry Selection Path

Geometry All Line Bodies

Path Path

Definition

Type Directional Axial

Force Total Bending

Moment Total Shear-Moment Diagram

By Time

Display Time Last

Coordinate System

Solution Coordinate

System

Calculate Time History

Yes

Identifier

Suppressed No

Graphics Display

Total Bending

Moment Total Shear

Force Total

Displacement


Display Option Unaveraged

Results

Minimum -7.4797e+005 N 23353 N·mm 91.831 N 4.6396 mm

Maximum 6.4516e+005 N 1.136e+006

N·mm 5.5668e+005

N·mm 524.02 N 12.494 mm

Information

Time 1. s

Load Step 1

Substep 1

Iteration Number

1

Graph Controls

X-Axis S

FIGURE 13 Model (A4) > Static Structural (A5) > Solution (A6) > Axial Force

TABLE 25 Model (A4) > Static Structural (A5) > Solution (A6) > Axial Force

Time [s] Minimum [N] Maximum [N]

1. -7.4797e+005 6.4516e+005

FIGURE 14 Model (A4) > Static Structural (A5) > Solution (A6) > Axial Force > Figure

FIGURE 15 Model (A4) > Static Structural (A5) > Solution (A6) > Total Bending Moment

TABLE 26 Model (A4) > Static Structural (A5) > Solution (A6) > Total Bending Moment

Time [s] Minimum [N·mm] Maximum [N·mm]

1. 23353 1.136e+006

FIGURE 16 Model (A4) > Static Structural (A5) > Solution (A6) > Total Bending Moment > Figure

FIGURE 17 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram

TABLE 27 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram

Length [mm] Total Shear Force [N] Total Bending Moment [N·mm] Total Displacement [mm]

0.

396.02

3.1402e+005 4.6396

200. 2.351e+005 5.2926

400. 1.5647e+005 6.033

600. 79001 6.8306

800. 23353 7.6553

1000. 86001 8.4772

1200. 1.6369e+005 9.2664

1400. 2.4236e+005 9.9928

1600. 3.2129e+005 10.626

1800. 4.0033e+005 11.137

2000. 4.7943e+005

11.495

91.831

60647

2200. 75687 11.754

2400. 91944 11.985

2600. 1.0887e+005 12.181

2800. 1.2621e+005 12.336

3000. 1.4379e+005 12.443

3200. 1.6156e+005 12.494

3400. 1.7944e+005 12.483

3600. 1.9741e+005 12.403

3800. 2.1545e+005 12.248

4000. 2.3354e+005

12.01

524.02

5.5668e+005

4200. 4.5212e+005 11.628

4400. 3.4771e+005 11.073

4600. 2.4363e+005 10.385

4800. 1.4065e+005 9.603

5000. 46639 8.7675

5200. 80852 7.9182

5400. 1.8129e+005 7.0946

5600. 2.8489e+005 6.3363

5800. 3.8914e+005 5.6832

6000. 4.9362e+005 5.1757

FIGURE 18 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram > Figure

FIGURE 19 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram 2

TABLE 28 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram 2


0.

396.02

3.1402e+005 4.6396

200. 2.351e+005 5.2926

400. 1.5647e+005 6.033

600. 79001 6.8306

800. 23353 7.6553

1000. 86001 8.4772

1200. 1.6369e+005 9.2664

1400. 2.4236e+005 9.9928

1600. 3.2129e+005 10.626

1800. 4.0033e+005 11.137

2000. 4.7943e+005

11.495

91.831

60647

2200. 75687 11.754

2400. 91944 11.985

2600. 1.0887e+005 12.181

2800. 1.2621e+005 12.336

3000. 1.4379e+005 12.443

3200. 1.6156e+005 12.494

3400. 1.7944e+005 12.483

3600. 1.9741e+005 12.403

3800. 2.1545e+005 12.248

4000. 2.3354e+005

12.01

524.02

5.5668e+005

4200. 4.5212e+005 11.628

4400. 3.4771e+005 11.073

4600. 2.4363e+005 10.385

4800. 1.4065e+005 9.603

5000. 46639 8.7675

5200. 80852 7.9182

5400. 1.8129e+005 7.0946

5600. 2.8489e+005 6.3363

5800. 3.8914e+005 5.6832

6000. 4.9362e+005 5.1757

FIGURE 20 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram 2 > Figure

FIGURE 21 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram 3

TABLE 29 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram 3


0.

396.02

3.1402e+005 4.6396

200. 2.351e+005 5.2926

400. 1.5647e+005 6.033

600. 79001 6.8306

800. 23353 7.6553

1000. 86001 8.4772

1200. 1.6369e+005 9.2664

1400. 2.4236e+005 9.9928

1600. 3.2129e+005 10.626

1800. 4.0033e+005 11.137

2000. 4.7943e+005

11.495

91.831

60647

2200. 75687 11.754

2400. 91944 11.985

2600. 1.0887e+005 12.181

2800. 1.2621e+005 12.336

3000. 1.4379e+005 12.443

3200. 1.6156e+005 12.494

3400. 1.7944e+005 12.483

3600. 1.9741e+005 12.403

3800. 2.1545e+005 12.248

4000. 2.3354e+005

12.01

524.02

5.5668e+005

4200. 4.5212e+005 11.628

4400. 3.4771e+005 11.073

4600. 2.4363e+005 10.385

4800. 1.4065e+005 9.603

5000. 46639 8.7675

5200. 80852 7.9182

5400. 1.8129e+005 7.0946

5600. 2.8489e+005 6.3363

5800. 3.8914e+005 5.6832

6000. 4.9362e+005 5.1757

FIGURE 22 Model (A4) > Static Structural (A5) > Solution (A6) > Total Shear-Moment Diagram 3 > Image

TABLE 30 Model (A4) > Static Structural (A5) > Solution (A6) > Stress Safety Tools

Object Name Stress Tool

State Solved

Definition

Theory Max Equivalent Stress

Stress Limit Type Tensile Yield Per Material

TABLE 31 Model (A4) > Static Structural (A5) > Solution (A6) > Stress Tool > Results

Object Name Safety Factor

State Solved

Scope


Geometry All Bodies

Definition

Type Safety Factor

By Time

Display Time Last


Identifier

Suppressed No



Average Across Bodies No

Results

Minimum 2.0306

Minimum Occurs On Surface Body

Information

Time 1. s

Load Step 1

Substep 1

Iteration Number 1

FIGURE 23 Model (A4) > Static Structural (A5) > Solution (A6) > Stress Tool > Safety Factor

TABLE 32 Model (A4) > Static Structural (A5) > Solution (A6) > Stress Tool > Safety Factor

Time [s] Minimum Maximum

1. 2.0306 15.

Material Data

Structural Steel

TABLE 33 Structural Steel > Constants

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

TABLE 34 Structural Steel > Compressive Ultimate Strength

Compressive Ultimate Strength MPa

0

TABLE 35 Structural Steel > Compressive Yield Strength

Compressive Yield Strength MPa

250

TABLE 36 Structural Steel > Tensile Yield Strength

Tensile Yield Strength MPa

250

TABLE 37 Structural Steel > Tensile Ultimate Strength

Tensile Ultimate Strength MPa

460

TABLE 38 Structural Steel > Isotropic Secant Coefficient of Thermal Expansion

Reference Temperature C

22

TABLE 39 Structural Steel > Alternating Stress Mean Stress

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

TABLE 40 Structural Steel > Strain-Life Parameters

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

TABLE 41 Structural Steel > Isotropic Elasticity

Temperature C Young's Modulus MPa Poisson's Ratio Bulk Modulus MPa Shear Modulus MPa

2.e+005 0.3 1.6667e+005 76923

TABLE 42 Structural Steel > Isotropic Relative Permeability

Relative Permeability

10000

mechanical report beam analysis

Engineering