It is well known that optimal design problems can be rendered well-posed by penalizing the perimeter of the designs. This approach was not widely accepted for the lack of an efficient numerical scheme, which is precisely what I devised with A. Chambolle for the more complicated problem of optimal design under pressure forces (Bourdin & Chambolle, 2003) (Bourdin & Chambolle, 2006). As for the variational model of fracture, I devised a “phase–field” model where the unknown structure is represented by a smooth function depending on a length parameter , namely
being a positive function vanishing only at and , and a normalization constant.
The figure below from (Bourdin & Chambolle, 2003) represent the optimal design of a piston, a challenging problem where the loads depend on the unknown geometry of the interfaces between a pressurized liquid (in blue) and a structure (in pink in the simulation and grey in the schematic of the problem).
Optimal design of a pressurized structure (half domain), for different values of .
- Bourdin, B., & Chambolle, A. (2003). Design-dependent loads in topology optimization. ESAIM Contr. Optim. Ca., 9, 19–48. DOI:10.1051/cocv:2002070 Download
- Bourdin, B., & Chambolle, A. (2006). The phase-field method in optimal design. In O. S. M.P. Bendsøe & N. Olhoff (Eds.), IUTAM Symposium on Topological Design Optimization of Structures, Machines and Material (pp. 207–216). Springer. Download