The Optimum Shape 1986
DOI: 10.1007/978-1-4615-9483-3_8
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Boundary Elements in Shape Optimal Design of Structures

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Cited by 33 publications
(13 citation statements)
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“…According to Soares and Choi [29], for a linear material the first variation of the objective function, (i.e. Equation (2)) becomes…”
Section: Shape Sensitivity Analysismentioning
confidence: 99%
See 1 more Smart Citation
“…According to Soares and Choi [29], for a linear material the first variation of the objective function, (i.e. Equation (2)) becomes…”
Section: Shape Sensitivity Analysismentioning
confidence: 99%
“…Soares and Choi [29] used the Pshenichny linearisation method [30] of linear programming in combination with the boundary element method to solve the optimisation problem. However, the optimisation problem can also be solved with the Lagrange multiplier method as:…”
Section: Shape Sensitivity Analysismentioning
confidence: 99%
“…The term −k(∇T · ∇ ) in (27) can be expressed as −k(∇ n · ∇ n + ∇ ⊥ T · ∇ ⊥ ). Likewise the term ∇ n ( q) generates the expression k(∇ n T · ∇ n ), which therefore cancels in (27) It can be shown [15] that = div n, which can be approximated by div Á. Consider the triangular element depicted in Figure A2.…”
Section: Appendix Amentioning
confidence: 97%
“…Haug et al [14] used the method of Reference [13] to formulate sensitivity expressions for structural problems and used the FEM to solve the state and adjoint equations. Soares and Choi [15] used the method of Reference [14] to form an adjoint structure for a stress constraint and suggested using the BEM to solve the state and adjoint equations. Park and Yoo [16] showed that for problems governed by the Laplace operator, a unique solution of the boundary integral equation exists and is identical to the variational solution in the Sobolev space H 1 ( ) [17].…”
Section: Introductionmentioning
confidence: 99%
“…Defourny 1986). A survey of such efforts was given by Mota Soares and Choi (1986), Earle and Saigal (1988) and Bedair (1991). In the area of the sensitivity analysis of elastic continua, efforts to date have been directed towards the Direct Boundary Element Method (DBEM).…”
Section: Introductionmentioning
confidence: 99%