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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
Author barto Project
Part Number Assembly1 Designer barto Estimated Cost $0.00 Creation Date 12/30/2021 Status
Design State WorkInProgress Physical
Mass 0.912455 lbmass Area 23.9644 in^2 Volume 3.21741 in^3 Center of Gravity x=-0.247235 in
y=-0.082021 in
z=0.468766 inNote: 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.iptOperating conditions
Force:1
Load Type Force Magnitude 500.000 lbforce Vector X 0.000 lbforce Vector Y 0.000 lbforce Vector Z 500.000 lbforce Selected Face(s)
Fixed Constraint:1
Constraint Type Fixed Constraint Selected Face(s)
Contacts (Bonded)
Name Part Name(s) Bonded:1 outer:1
inner:1Results
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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