Part5 Stress Analysis Report 12-24-2012

Stress Analysis Report

 Analyzed File:

Part5.ipt

 Autodesk Inventor Version: 2012 (Build 160160000, 160) Creation Date:

12/24/2012, 9:03 AM

Simulation Author:

D13

Summary:

Project Info (iProperties) Summary  Author D13

Project Designer

D13

Cost

$0.00

Date Created 12/24/2012

Status Design Status WorkInProgress

Physical Material

Default

Density

1 g/cm^3

Mass

0.304458 kg

 Area

45618.7 mm^2

 Volume

304458 mm^3

x=-58.5263 mm Center of Gravity y=27.1735 mm z=30 mm Note: Physical values could be different from Physical values used by FEA reported below.

Simulation:1 General objective and settings: Design Objective

Single Point

Simulation Type

Static Analysis

Last Modification Date

12/24/2012, 9:01 AM

Detect and Eliminate Rigid Body Modes No  Advanced settings:  Avg. Element Size (fraction of model diameter) 0.1

Min. Element Size (fraction of avg. size)

0.2

Grading Factor

1.5

Max. Turn Angle

60 deg

Create Curved Mesh Elements

Yes

Material(s) Name

Stainless Steel Mass Density

General

 Yield Strength

8.08 g/cm^3 250 MPa

Ultimate Tensile Strength 0 MPa  Young's Modulus Stress

Poisson's Ratio

0.3 ul

Shear Modulus

74.2308 GPa

Expansion Coefficient

0.0000104 ul/c

Stress Thermal Thermal Conductivity Specific Heat Part Name(s)

193 GPa

Part5

Operating conditions Force:1 Load Type Force Magnitude 100.000 N  Vector X

0.000 N

 Vector Y

-100.000 N

 Vector Z

-0.000 N

Selected Face(s)

16 W/( m K ) 477 J/( kg c )

Fixed Constraint:1 Constraint Type Fixed Constraint

 Selected Face(s)

Results

Reaction Force and Moment on Constraints Constraint Name

Reaction Force

Reaction Moment

Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z) 0N

Fixed Constraint:1 100 N

0Nm

100 N

11.5999 N m 0 N m

0N

-11.5999 N m

Result Summary Name  Volume Mass  Von Mises Stress

Minimum

Maximum

304458 mm^3 2.46002 kg 0.00619055 MPa

4.55533 MPa

1st Principal Stress -1.67609 MPa

6.06774 MPa

3rd Principal Stress -6.5515 MPa

1.74699 MPa

Displacement

0 mm

0.0074385 mm

Safety Factor

15 ul

15 ul

Stress XX

-2.5293 MPa

2.34442 MPa

Stress XY

-1.44097 MPa

1.27074 MPa

Stress XZ

-0.716677 MPa

0.627682 MPa

Stress YY

-5.9701 MPa

5.59396 MPa

Stress YZ

-1.60535 MPa

1.63946 MPa

Stress ZZ

-2.22515 MPa

2.22077 MPa

X Displacement

-0.00218014 mm

0.000257806 mm

 Y Displacement

-0.00736205 mm

0.000361599 mm

Z Displacement

-0.000060446 mm

0.0000622336 mm

Equivalent Strain

0.0000000281091 ul 0.0000229517 ul

1st Principal Strain -0.0000000645952 ul 0.0000250793 ul 3rd Principal Strain -0.000027569 ul

-0.0000000243852 ul

Strain XX

-0.00000960478 ul

0.00000756511 ul

Strain XY

-0.00000970604 ul

0.00000855938 ul

Strain XZ

-0.00000482736 ul

0.00000422791 ul

Strain YY

-0.0000236528 ul

0.0000224067 ul

Strain YZ

-0.0000108133 ul

0.000011043 ul

Strain ZZ

-0.00000729276 ul

0.00000845398 ul

Figures  Von Mises Stress

1st Principal Stress

3rd Principal Stress

Displacement

Safety Factor

Stress XX

Stress XY

Stress XZ

Stress YY

Stress YZ

Stress ZZ

 X Displacement

 Y Displacement

Z Displacement

Equivalent Strain

1st Principal Strain

3rd Principal Strain

Strain XX

Strain XY

Strain XZ

Strain YY

Strain YZ

Strain ZZ

C:\Users\D13\Documents\Imported Components\new\Part5.ipt