2017
DOI: 10.1016/j.cma.2017.07.020
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Efficient adjoint sensitivity analysis of isotropic hardening elastoplasticity via load steps reduction approximation

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Cited by 13 publications
(5 citation statements)
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“…Various authors have considered topology optimization problems for small-strain plasticity, 11,[56][57][58][59][60][61][62][63][64][65] but only a few have addressed finite deformation plasticity. [66][67][68][69][70] We also note that 3D numerical examples are not present in the latter, presumably due to the computational expense and complexity of implementation of these formulations.…”
Section: Pde-constrained Optimization In Finite Deformation Plasticitymentioning
confidence: 99%
“…Various authors have considered topology optimization problems for small-strain plasticity, 11,[56][57][58][59][60][61][62][63][64][65] but only a few have addressed finite deformation plasticity. [66][67][68][69][70] We also note that 3D numerical examples are not present in the latter, presumably due to the computational expense and complexity of implementation of these formulations.…”
Section: Pde-constrained Optimization In Finite Deformation Plasticitymentioning
confidence: 99%
“…These gradients also play a pivotal role in, for example, perturbation analysis, mesh adaptivity, and uncertainty quantification, to name a few [24][25][26]. Despite their extensive benefit, SA is rarely performed due to cumbersome formulations, especially for the nonlinear response that characterizes LCE structures; see [27][28][29]. Fortunately, these challenges can be circumvented via automatic differentiation (AD) tools [30,31].…”
Section: Introductionmentioning
confidence: 99%
“…The structural responses of nonlinear systems are usually calculated using the numerical integration methods, like Newmark-β method, Wilson-θ method, etc., with an iterative process embedded in each time step to determine the time-variant system matrices [8]. The response sensitivities are computed in terms of the derivatives of the structural responses with respect to the design parameters with various techniques, including the finite difference method [9], perturbation method [10], adjoint structure method [11] and direct differentiation method [12]. These methods compute the structural responses and response sensitivities in the global structure level with numerous iterations, which is very computationally expensive when a large nonlinear structure with numerous time steps is concerned.…”
Section: Introductionmentioning
confidence: 99%