Dear Community
I am working on an out-of-plane bending problem. My objective is to identify the optimal load path for a quadrilateral plate, ultimately defining a structure that resembles a framework of bars.
Model Setup:
- The plate is fixed at four locations (rotational degrees of freedom a free), which are not at the corners.
- Five separate forces of equal magnitude are applied to the plate.
- Non-design spaces have been defined around the support locations and the points of force application.
Optimization Setup:
- Objective: Minimize the volume of the structure.
- Constraints: A maximum displacement constraint is applied at each of the five force application points.
The Issue:
When I run the topology optimization using only a minimum member size (MIN DIM on the DTPL card, set to 3x the average element size), I obtain a reasonable and expected result.
However, when I introduce a maximum member size (MAX DIM, set to 3x the minimum member size + MIN GAP 3x MAX DIM), the resulting topology forms a distinct and undesirable rectangular or grid-like pattern. Using a checkerboard control parameter does not resolve this issue.
Question:Is there a way to prevent the formation of these rectangular patterns when using maximum member size controls in topology optimization?
Thanks and regards
Heiko
Optistruct 2022.3
HW 2022.3