A tractor trailer sized brake drum is shown (with a 90 degree sector cutaway) in the figure above. The dimensions are given in the cross- section figure below. This drum is made of a ductile cast iron with an elastic modulus of 24.0e6 psi, Poisson's ratio of 0.3, and a density given as 0.246 lbm/cu. in. To permit axisymmetric modeling, the circle of 12 discrete 3/4" diameter bolt holes is treated as a continuous feature about the "revolved" geometry.
A 2D IGES file is provided - it contains ONLY an area, lines, and points on the XY plane.
Right-click on this link: IGES File or go the the Angel page for this class, under Lessons > HW files
"Save Target As...", then "Save as type: All Files", and use a file name like: "brakedrum.iges"
After Import, check model scale by listing keypoint coordinates (or KLIST command) and comparing to the dimensions below.
Define the appropriate element type and a
linear, elastic material model for the cast iron.
What are the proper units for density in a model with BIN dimensions ?
(HINT: NOT lbm)
An UN-meshed solid model may be modified to permit the desired loading. A "load patch" is not a geometry feature that would be needed to manufacture the part, but is needed to split a face or an edge to allow the applied loading to be placed and distributed correctly.
For this problem, it is convenient to use the
ANSYS Working Plane as a cutting tool.
For example, position the WP 1.0" down from the highest edge, rotate the WP
so you view it as a line from a front view of the model, and use the Boolean
Operation: Divide > Line by WrkPlane. This can break the inside wall
line a the right location to facilitate the brake pad pressure loading.
It may be useful to view the ANSYS Work Plane as a "Grid & Triad" when
positioning it for such operations.
The bolt circle constraint can be approximated by constraining the axial (UY) direction at the center of the bolt on the face of the brake drum where it mounts to the wheel hub.
PROCEDURE (A or B method)
A. The multiple solve method:
- Specify analysis settings, loads and options for the first load step.
- Solve - Current LS (and postprocess if desired).
- Change the title and loading as required for the next solution. Loads and constraints which are not changed or removed, remain in the next solution step.
- If you have left the solution processor (to do postprocessing for example) since the last solve, then specify a RESTART to avoid the new analysis overwriting the results file.
- Solve, and postprocess as desired.
- Repeat steps 3, 4, and 5 until all load steps are completed.
B. To use the LOAD STEP FILES method:
- Specify analysis controls and specify loads and options for the first load step, change the title.
- Write load step file. [Solution - Load Step Opts - Write LS File (start with number 1)]
- Change loads and options as required for the next load step, change the title.
- Write next load step file. [Solution - Load Step Opts - Write LS File]
- Repeat steps 3 and 4 for remaining load steps.
- Solve from load step files. [Solve - From LS Files - specify starting and ending LS File numbers]
- Postprocess
LS Files can be edited (ANSYS commands) to correct mistakes or change input. LS Files can also be useful if you discover model errors that require new solutions.
Once you solve for these load steps, in General Postprocessor, you can switch between sets using Read Results > First Set ... or Next Set ... or Last Set. You do not have to re-solve the model.