On the scalability of truss geometry and topology optimization with global stability constraints via chordal decomposition

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Geometry optimization was recently introduced to existing truss topology optimization with global stability constraints. The resulting problems are formulated as highly nonlinear semidefinite programming problems that demand extensive computational effort to solve and have been solved only for small problem instances. The main challenge for effective computation is the positive semidefinite constraints which involve large sparse matrices. In this paper, we apply several techniques to tackle the challenge. First, we use the well-known chordal decomposition approach to replace each positive semidefinite constraint on a large sparse matrix by several positive semidefinite constraints on smaller submatrices together with suitable linking constraints. Moreover, we further improve the efficiency of the decomposition by applying a graph-based clique merging strategy to combine submatrices with significant overlap. Next, we couple these techniques with an optimization algorithm that fully exploits the structure of the smaller submatrices. As a result, we can solve much larger problems, which allows us to extend the existing single-load case to the multiple-load case, and to provide a computationally tractable approach for the latter case. Finally, we employ adaptive strategies from previous studies to solve successive problem instances, enabling the joints to navigate larger regions, and ultimately obtain further improved designs. The efficiency of the overall approach is demonstrated via computational experiments on large problem instances.

Highlights

  • We consider truss geometry and topology optimization problems where the design variables are both the cross-sectional areas of the potential bars and the coordinates of the joints

  • Truss design problems are extended in many studies to include other types of constraints such as stress constraints, local buckling constraints (Kirsch 1990a; Guo et al 2001a; Stolpe and Svanberg 2001, 2003; Zhou 1996; Achtziger 1999; Rozvany 1996; Guo et al 2001b, 2005; Mela 2014), nodal stability constraints Tyas et al 2006; Descamps and Coelho 2014), and global stability constraints (e.g. Ben-Tal et al 2000; Stingl 2006; Evgrafov 2005; Tugilimana et al 2018; Kočvara 2002; Weldeyesus et al 2019, 2020; Poulsen et al 2020) to address the causes of failures in the structures

  • Geometry optimization was introduced in Weldeyesus et al (2020) to truss topology problems that consider global stability constraints, initially proposed in Kočvara (2002)

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Summary

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We consider truss geometry and topology optimization problems where the design variables are both the cross-sectional areas of the potential bars and the coordinates of the joints. The proposed combination of chordal decomposition, clique merging, and the specialized optimization algorithm results in dramatic computational savings, and truss geometry and topology optimization problem formulation that takes into account global stability constraints becomes computationally tractable, and can be solved for larger instances relevant in practice. This computational progress leads us to extend the single-load problem formulation and model instances in Weldeyesus et al (2020) to multiple-load cases, and to solve them. On the scalability of truss geometry and topology optimization with global stability constraints

Problem formulationExpand/Collapse icon
Page 4 of 15 where j is theExpand/Collapse icon
Clique mergingExpand/Collapse icon
Optimization method and iterative adaptive strategiesExpand/Collapse icon
Computational resultsExpand/Collapse icon
Efficiency of the chordal decompositionExpand/Collapse icon
Large‐scale problem instancesExpand/Collapse icon
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Page 12 of 15Expand/Collapse icon
General discussionExpand/Collapse icon
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