Abstract
In this paper, we introduce a semi-Lagrange scheme to solve the level-set equation in structural topology optimization. The level-set formulation of the problem expresses the optimization process as a solution to a Hamilton-Jacobi partial differential equation. It allows for the use of shape sensitivity to derive a speed function for a descent solution. However, numerical stability condition in the explicit upwind scheme for discrete level-set equation severely restricts the time step, requiring a large number of time steps for a numerical solution. To improve the numerical efficiency, we propose to employ a semi-Lagrange scheme to solve level-set equation. Therefore, a much larger time step can be obtained and a much smaller number of time steps are required. Numerical experiments comparing the semi-Lagrange method with the classical explicit upwind scheme are presented for the problem of mean compliance optimization in two dimensions.
| Original language | English |
|---|---|
| Pages (from-to) | 419-429 |
| Number of pages | 11 |
| Journal | Structural and Multidisciplinary Optimization |
| Volume | 31 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - Jun 2006 |
| Externally published | Yes |
Keywords
- Level-set method
- Semi-Lagrange method
- Structural topology optimization