“…This includes homogenization theory method (Murat and Tartar, 1985;Allaire, 2002), topological gradient analysis (Sokołowski and _ Zochowski, 2001), level-set method (Allaire, 2007), material density distribution approach (known as SIMP, solid isotropic material with penalization model: solid isotropic material with penalization of intermediate material densities) (Bendsøe and Sigmund, 2003). Here, we focus on the SIMP model, which is one of the most used methods for numerical structural optimization and was adapted to our framework (Sanogo et al, 2014). In structural optimization, typically in optimal design method based on material distribution concept, challenging problems are in general not well-posed, yielding some numerical stabilities and sensitivities (including convergence problems), and the interpretation of the optimal density distribution solution in terms of available/existent materials is difficult to do in some zones of the design domains (it occurs when the computed solution is non discrete, like it is the case in material layout designs).…”