Global weight optimization of frame structures under free-vibration eigenvalue constraints
Marek Tyburec, Michal Ko\v{c}vara, Marouan Handa, Jan Zeman

TL;DR
This paper develops a novel optimization framework using semidefinite programming and the Lasserre hierarchy to globally optimize the weight of frame structures under free-vibration eigenvalue constraints, ensuring convergence to optimality.
Contribution
It introduces a bilevel reformulation and a feasible point construction method that enable guaranteed bounds and convergence in global weight optimization of structures.
Findings
Hierarchy converges in at most five relaxation degrees
Provides guaranteed upper and lower bounds on the objective
Ensures convergence to the global optimum under convex minimizer sets
Abstract
Topology optimization of frame structures under free-vibration eigenvalue constraints constitutes a challenging nonconvex polynomial optimization problem with disconnected feasible sets. In this article, we first formulate it as a polynomial semidefinite programming problem (SDP) of minimizing a linear function over a basic semi-algebraic feasible set. We then propose to solve this problem by Lasserre hierarchy of linear semidefinite relaxations providing a sequence of increasing lower bounds. To obtain also a sequence of upper bounds and thus conditions on global -optimality, we provide a bilevel reformulation that exhibits a special structure: The lower level is quasiconvex univariate and it has a non-empty interior if the constraints of the upper-level problem are satisfied. After deriving the conditions for the solvability of the lower-level problem, we thus provide a…
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Taxonomy
TopicsTopology Optimization in Engineering · Composite Structure Analysis and Optimization · Structural Health Monitoring Techniques
