Application of optimal control method in buckling analysis of constrained elastica problems

A. Liakou

Research output: Contribution to journalArticlepeer-review

7 Scopus citations

Abstract

Main concern of the paper is to illustrate the generic application of the optimal control method in the analysis of a constrained buckling problem and its simple and elegant formulation when compared to other techniques. Thus, an optimal control methodology is adopted to investigate the buckling behavior of thin elastic structures under the presence of unilateral constraints. We particularly explore the post-buckling response of a constant or variable length elastica constrained by rigid walls. The equivalence between the calculus of variations and the optimal control is first demonstrated, with a main focus on the post-buckling behavior of a constant length elastica which is constrained by horizontal walls. The gradual construction of the constrained buckling problem as an optimal control problem from its equivalent Lagrangian form clearly shows its advantage when compared to the calculus of variations. The necessary optimality conditions, which constitute the Pontryagin's minimum or maximum principle, are also derived by considering a direct adjoining approach. The solution of the optimal control problem is then performed by applying a direct method. Validation of the methodology is first achieved by reproducing examples available in the literature. Then the effects of factors, such as the geometry of the walls and the variability in the bending stiffness of the elastica, on its buckling response are analyzed. These constrained buckling problems are investigated for the first time, while through them it is also readily shown that the presence of geometric or material nonlinearity does not introduce any essential complexity in the buckling analysis when the optimal control methodology is adopted.

Original languageEnglish (US)
Pages (from-to)158-172
Number of pages15
JournalInternational Journal of Solids and Structures
Volume141-142
DOIs
StatePublished - Jun 1 2018

Bibliographical note

Funding Information:
The author is grateful to Professor E. Detournay for suggesting this topic of research and his guidance and support during the course of this work. Thanks are also due to Professors Y. Mori, V. Denoel, H. Stolarski, N. van de Wouw, and B. Guzina for many helpful discussions. Partial support for the author's doctoral research was provided by the Fairhurst Fellowship administered by the Department of Civil, Environmental, and Geo-Engineering at the University of Minnesota.

Keywords

  • Calculus of variations
  • Constrained buckling
  • Elastica
  • Optimal control
  • Unilateral constraints

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