1984
DOI: 10.1007/bf01442173
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Optimal control of a variational inequality with applications to structural analysis. I. Optimal design of a beam with unilateral supports

Abstract: A class of optimal design problems is considered, where the state problem is governed by a variational inequality. The latter includes an elliptic operator, the coefficients of which are chosen as the design (control) variables.Existence of an optimal design is proven on the abstract level. Some applications are presented to the problems of elastic or elasto-plastic beams with unilateral supports. Finite element approximations are proposed and a theoretical convergence result is proven in case of elastic beams… Show more

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Cited by 25 publications
(21 citation statements)
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“…Proof See Lemma A.1 of the Appendix in [11]. holds for any regular family of partitions {J-h} which refine 9"ho.…”
Section: Lemma 8 the Set R(5:) N C°°(p) Is Dense In R(5:)mentioning
confidence: 98%
“…Proof See Lemma A.1 of the Appendix in [11]. holds for any regular family of partitions {J-h} which refine 9"ho.…”
Section: Lemma 8 the Set R(5:) N C°°(p) Is Dense In R(5:)mentioning
confidence: 98%
“…in [8] or [2]. Design optimization of a beam with unilateral supports is presented in [6]. A related problem, namely optimization of an axisymmetric plate on an elastic foundation, is treated in [12].…”
Section: Introductionmentioning
confidence: 99%
“…A variable thickness of a beam plays the role of a control variable. A similar problem has been solved in [3] for the stationary case. In contrast to it there is no uniqueness result in the dynamic case and hence the minimum will depend both on the thickness as the control and the deflection as the state variable.…”
Section: Introduction and The State Problemmentioning
confidence: 99%