2017
DOI: 10.1016/j.enganabound.2017.02.012
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A boundary element and level set based bi-directional evolutionary structural optimisation with a volume constraint

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Cited by 11 publications
(3 citation statements)
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References 32 publications
(50 reference statements)
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“…Fu et al [30,31] used the SIMP method framework to perform topological design of macroscopic structures using element volume fractions, achieving smooth boundaries of grid points. Ullah et al [32,33] integrated Bidirectional evolutionary structural optimisation (BESO), the level set method, and non-uniform rational B splines (NURBS) to obtain topologies with smooth boundaries. These above works mainly focus on the topology optimisation design of 2D and 3D macroscopic structures with maximum stiffness as the goal.…”
Section: Introductionmentioning
confidence: 99%
“…Fu et al [30,31] used the SIMP method framework to perform topological design of macroscopic structures using element volume fractions, achieving smooth boundaries of grid points. Ullah et al [32,33] integrated Bidirectional evolutionary structural optimisation (BESO), the level set method, and non-uniform rational B splines (NURBS) to obtain topologies with smooth boundaries. These above works mainly focus on the topology optimisation design of 2D and 3D macroscopic structures with maximum stiffness as the goal.…”
Section: Introductionmentioning
confidence: 99%
“…Previous work on the topic of shape optimization with the BEM by the research community has mostly considered 2D structures, [1][2][3][4][5][6][7][8][9][10][11] and to a lesser-degree 3D structures. [12][13][14][15][16][17][18] Very few previous works by the research community on the topic of shape optimization with the BEM have considered plate or shell structures.…”
Section: Introductionmentioning
confidence: 99%
“…Most prior work on structural sensitivity analysis with the BEM amongst the research community has involved 2D structures [2][3][4][5][6][7][8][9][10][11], and 3D structures [12][13][14][15][16][17] to a smaller degree. There have only been a few prior research works on the topic of structural sensitivity analysis with the BEM that have involved plate structures, with some examples being [18,19].…”
Section: Introductionmentioning
confidence: 99%