2018
DOI: 10.1137/17m1128940
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Elasto-plastic Shape Optimization Using the Level Set Method

Abstract: This article is concerned with shape optimization of structures made of a material obeying Hencky's laws of plasticity, with the stress bound expressed by the von Mises effective stress. The ill-posedness of the model is circumvented by using two regularized versions of the mechanical problem. The first one is the classical Perzyna formulation which is regularized, the second one is a new regularized formulation proposed for the von Mises criterion. Shape gradients are calculated thanks to the adjoint method. … Show more

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Cited by 23 publications
(19 citation statements)
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“…Li et al [194] employed kinematic hardening model based on von Mises plasticity to capture the well-known Bauschinger effect under cyclic loads. Recently, a elastoplastic shape optimization was explored via the level-set method by Maury et al [195].…”
Section: Nonlinear (Multi-material) Topology Optimizationmentioning
confidence: 99%
“…Li et al [194] employed kinematic hardening model based on von Mises plasticity to capture the well-known Bauschinger effect under cyclic loads. Recently, a elastoplastic shape optimization was explored via the level-set method by Maury et al [195].…”
Section: Nonlinear (Multi-material) Topology Optimizationmentioning
confidence: 99%
“…On the boundary of the cone K called the yield surface, where ϕ(σ, χ) = 0, the plastic strain can be nonzero. The evolution of the plastic strain ε p and the internal variable ξ is governed by the associative flow rule [7,10] stating that the rates of plastic strain and the internal variable belong to the normal cone N K to the set K at a point (σ, χ).…”
Section: Elasto-plastic Contactmentioning
confidence: 99%
“…Structural optimization of elasto-plastic structures has been investigated, among others, in [1,8,10,11,16]. A major difficulty in shape or topology optimization of elasto-plastic problems as the pathdependent problems is the sensitivity analysis [10]. Therefore the original structural optimization problem has to be regularized either using the filter technique or different penalization techniques.…”
Section: Introductionmentioning
confidence: 99%
“…Optimal control of elasto-plastic deformation has been considered from a mathematical perspective in various articles, in particular concerning the static case, see e.g. [10,14] and the references therein. When it comes to the (physically much more reasonable) quasi-static case however, the literature becomes rather scarce.…”
mentioning
confidence: 99%
“…The smoothing parameter δ of the max-function in (14) is set to 10 −8 . During the numerical experiments, it turned out that this parameter appears to have only little influence on the results and the performance of the algorithm so that we simply fix it to this value.…”
mentioning
confidence: 99%