2018
DOI: 10.1007/s11081-018-9408-3
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On the approximate reanalysis technique in topology optimization

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Cited by 17 publications
(11 citation statements)
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“…One of the earliest contributions in this direction was provided by Wang et al 28 who recycled Krylov subspaces, thus exploiting the small changes between subsequent linear systems. Later on, Kirsch's approximate reanalysis methodology 29,30 was integrated into topology optimization for minimum compliance 31,32 . It should be noted that Kirsch's Combined Approximations (CA) is essentially a reduced basis method where the basis vectors are constructed using previous (in the sense of optimization cycles) stiffness matrices.…”
Section: Introductionmentioning
confidence: 99%
“…One of the earliest contributions in this direction was provided by Wang et al 28 who recycled Krylov subspaces, thus exploiting the small changes between subsequent linear systems. Later on, Kirsch's approximate reanalysis methodology 29,30 was integrated into topology optimization for minimum compliance 31,32 . It should be noted that Kirsch's Combined Approximations (CA) is essentially a reduced basis method where the basis vectors are constructed using previous (in the sense of optimization cycles) stiffness matrices.…”
Section: Introductionmentioning
confidence: 99%
“…For instance, Fujii et al (2018) demonstrated the robustness of their topology optimization method based on a covariance matrix adaptation evolution strategy against the choice of the initial guess. One of the main arguments against using evolutionary methods is that it tends to take more iterations to arrive at a solution; however, recent works on approximate reanalysis of structures could be of help (Senne et al, 2019).…”
Section: Challenges and Recent Trendsmentioning
confidence: 99%
“…Our approach rests upon a sequential piecewise linear programming (SPLP) algorithm [16] that, aside from having a stopping criterion with theoretical support, has proven to be efficient and robust. In a previous work [28], the approximate reanalysis technique has been applied in combination with the SPLP algorithm to solve three benchmark structure problems under small displacements. In the current work, besides addressing two structures, we have also applied the devised strategies to the design of two mechanisms.…”
Section: Introductionmentioning
confidence: 99%