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On simultaneous optimization of truss geometry and topology. (English) Zbl 1245.90112
Summary: We address the classical problem of optimal truss design where cross-sectional areas and the positions of joints are simultaneously optimized. Several approaches are discussed from a general point of view. In particular, we focus on the difference between simultaneous and alternating optimization of geometry and topology. We recall a rigorously mathematical approach based on the implicit programming technique which considers the classical single load minimum compliance problem subject to a volume constraint. This approach is refined, leading to three new problem formulations which can be treated by methods of mathematical programming. In particular, these formulations cover the effect of melting end nodes, i.e., vanishing potential bars due to changes in the geometry. In one of these new problem formulations, the objective function is a polynomial of degree three and the constraints are bilinear or just sign constraints. Because heuristics is avoided, certain optimality properties can be proven for resulting structures. The paper closes with two numerical test examples.

90C29Multi-objective programming; goal programming
74P05Compliance or weight optimization (solid mechanics)
90C90Applications of mathematical programming
65K05Mathematical programming (numerical methods)
74K10Rods (beams, columns, shafts, arches, rings, etc.) in solid mechanics
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