Tutorial: Inertia Relief Analysis
Define a force using components and run an analysis with inertia relief.
- Apply forces and moments using component force mode
- Run an analysis with inertia relief
Overview
Inertia relief is a numerical method used for analyzing unconstrained structures. A typical example is an aircraft in steady flight where the lift, drag, and thrust loads are balanced by gravity acting on the mass of the total aircraft. This acceleration due to gravity is equal and opposite to the acceleration that would result for the unconstrained structure.
At a component level, with inertia relief it is possible to analyze a part in isolation if the loads at the interface points are known or can be measured/calculated and the part can be considered to be in static equilibrium.
- load setup
- running inertia relief
Location | Shock | Pivot | Axle | |
---|---|---|---|---|
Force | Fx N | -2352 | 980 | 1372 |
Fy N | 3211 | -3700 | 489 | |
Fz N | -635 | 645 | 0 | |
Moment | Mx N*mm | 0 | -104867 | -278 |
My N*mm | 0 | -188238 | 779 | |
Mz N*mm | 0 | 0 | -7998 |
Apply a Component Force to the Shock Mount
- Press F7 to open the Demo Browser.
-
Double-click the 0.0_swingarm_IR_FEA.x_b file to load it
in the modeling window.
This is a solid model of a single-part motorcycle swing arm.
- Make sure the display units in the Unit System Selector are set to MMKS (mm kg N s).
-
On the Structure ribbon, click the Force
button in the Loads tool group.
Tip: To find and open a tool, press Ctrl+F. For more information, see Find and Search for Tools.
-
Click to apply the force to the hole center of the shock mount.
-
Switch to Component Mode
on the
microdialog, and click the chevron to expand it.
-
Enter the following values:
- Fx: -2352 N
- Fy: 3211 N
- Fz: -635 N
- Right-click and mouse through the check mark to exit, or double-right-click.
Apply a Component Force and Moment to the Swing Arm Pivot
- Zoom in on the swing arm pivot.
-
On the Structure ribbon, select the Connectors
tool.
Tip: To find and open a tool, press Ctrl+F. For more information, see Find and Search for Tools.
-
Select the two faces as shown below to create a connector at the center of the
hole:
-
On the Structure ribbon, click the Force
button in the Loads tool group.
-
Switch to
Component Mode
on the
microdialog, and click the chevron
to expand it.
-
Enter the following values:
- Fx: 980 N
- Fy: -3700 N
- Fz: 645 N
-
On the Structure ribbon, click the Torque
button in the Loads tool group.
-
Switch to Component Mode
on the
microdialog, and click the chevron
to expand it.
-
Enter the following values:
- Tx: -104867 N*mm
- Ty: -188238 N*mm
- Tz: 0 N*mm
- Right-click and mouse through the check mark to exit, or double-right-click.
Apply a Component Force and Moment to the Center of the Axle
-
Zoom in on the center of the axle.
-
On the
Structure ribbon, click the Force
button in the Loads tool group.
-
Select the face as shown below to apply a force to the hole center of the
axle.
-
Switch to
Component Mode
on the
microdialog, and click the chevron
to expand it.
-
Enter the following values:
- Fx: 1372 N
- Fy: 489 N
- Fz: 0 N
-
On the Structure ribbon, click the Torque
button in
the Loads tool group.
-
Select the face shown below to apply a torque to the hole center of the
axle.
-
Switch to Component Mode
on the
microdialog, and click the chevron
to expand it.
-
Enter the following values:
- Tx: -278 N*mm
- Ty: 779 N*mm
- Tz: -7998 N*mm
- Right-click and mouse through the check mark to exit, or double-right-click.
Run an Analysis with Inertia Relief
-
On the Structure ribbon, click
the Run OptiStruct Analysis
button in the
Analyze tool group.
-
Run the analysis using the following settings:
- Change the Element size to 2 mm.
- Set Speed/Accuracy is set to Faster.
- Click Load Cases and select Use Inertia Relief.
- Click Run to perform the analysis.
-
When the run is complete, select it in the Run Status window and click
View Now to view the results.
-
In the Analysis Explorer, select von Mises Stress from
the Result Types dropdown.
Note: Even without supports, the analysis runs as any imbalance in the loads is reacted by the inertia forces.