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Stress Analysis Report

Analyzed File: shaftAssembly.iam
Autodesk Inventor Version: 2025 (Build 290162000, 162)
Creation Date: 8/19/2024, 4:09 AM
Study Author: BRG
Summary:

Static Analysis:1

General objective and settings:

Design Objective Single Point
Study Type Static Analysis
Last Modification Date 8/19/2024, 4:08 AM
Model State [Primary]
Design View Default
Positional [Primary]
Detect and Eliminate Rigid Body Modes No
Separate Stresses Across Contact Surfaces No
Motion Loads Analysis No

iProperties

Summary

Authorbarto

Project

Part NumberAssembly1
Designerbarto
Estimated Cost$0.00
Creation Date12/30/2021

Status

Design StateWorkInProgress

Physical

Mass0.912455 lbmass
Area23.9644 in^2
Volume3.21741 in^3
Center of Gravityx=-0.247235 in
y=-0.082021 in
z=0.468766 in

Note: Physical values could be different from Physical values used by FEA reported below.


Mesh 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 No
Use part based measure for Assembly mesh Yes

Material(s)

Name Steel, Mild
General Mass Density 0.283599 lbmass/in^3
Yield Strength 30022.8 psi
Ultimate Tensile Strength 50038 psi
Stress Young's Modulus 31908.3 ksi
Poisson's Ratio 0.275 ul
Shear Modulus 12513.1 ksi
Part Name(s) outer.ipt
inner.ipt

Operating conditions

Force:1

Load Type Force
Magnitude500.000 lbforce
Vector X0.000 lbforce
Vector Y0.000 lbforce
Vector Z500.000 lbforce
Selected Face(s)

Fixed Constraint:1

Constraint Type Fixed Constraint
Selected Face(s)

Contacts (Bonded)

Name Part Name(s)
Bonded:1outer:1
inner:1

Results

Reaction Force and Moment on Constraints

Constraint Name Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Fixed Constraint:1 500 lbforce 0 lbforce 0 lbforce ft 0 lbforce ft
0 lbforce 0 lbforce ft
-500 lbforce 0 lbforce ft

Result Summary

Name Minimum Maximum
Volume 3.21741 in^3
Mass 0.912455 lbmass
Von Mises Stress 0.0762287 ksi 2.59642 ksi
1st Principal Stress -0.0583763 ksi 2.90588 ksi
3rd Principal Stress -0.372948 ksi 0.431935 ksi
Displacement 0 in 0.000209154 in
Safety Factor 11.5632 ul 15 ul
Stress XX -0.341845 ksi 0.899846 ksi
Stress XY -0.23893 ksi 0.239514 ksi
Stress XZ -0.926505 ksi 0.941858 ksi
Stress YY -0.234966 ksi 0.887279 ksi
Stress YZ -0.933659 ksi 0.918585 ksi
Stress ZZ -0.141622 ksi 2.86638 ksi
X Displacement -0.00000465661 in 0.00000640909 in
Y Displacement -0.00000507307 in 0.00000533996 in
Z Displacement 0 in 0.000209056 in
Equivalent Strain 0.0000020307 ul 0.0000731212 ul
1st Principal Strain 0.000000854239 ul 0.0000853588 ul
3rd Principal Strain -0.0000252724 ul -0.00000131515 ul
Strain XX -0.000022208 ul 0.0000105513 ul
Strain XY -0.00000954723 ul 0.00000957057 ul
Strain XZ -0.0000370215 ul 0.000037635 ul
Strain YY -0.0000200877 ul 0.00000947743 ul
Strain YZ -0.0000373074 ul 0.000036705 ul
Strain ZZ -0.00000389817 ul 0.0000837805 ul
Contact Pressure 0 ksi 4.34054 ksi
Contact Pressure X -1.31981 ksi 1.20282 ksi
Contact Pressure Y -1.06067 ksi 1.09051 ksi
Contact Pressure Z -4.13447 ksi 0.544493 ksi

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

Contact Pressure

Contact Pressure X

Contact Pressure Y

Contact Pressure Z


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