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Topology optimization of continuum structures with local stress constraints

International Journal for Numerical Methods in Engineering · 1998 · Vol. 43(8) · pp. 1453–1478
Pierre DuysinxMartin P. Bendsøe

Abstract

We introduce an extension of current technologies for topology optimization of continuum structures which allows for treating local stress criteria. We first consider relevant stress criteria for porous composite materials, initially by studying the stress states of the so-called rank 2 layered materials. Then, on the basis of the theoretical study of the rank 2 microstructures, we propose an empirical model that extends the power penalized stiffness model (also called SIMP for Solid Isotropic Microstructure with Penalization for inter-mediate densities). In a second part, solution aspects of topology problems are considered. To deal with the so-called ‘singularity’ phenomenon of stress constraints in topology design, an ϵ-constraint relaxation of the stress constraints is used. We describe the mathematical programming approach that is used to solve the numerical optimization problems, and show results for a number of example applications. © 1998 John Wiley & Sons, Ltd.

Topology Optimization in EngineeringComposite Material MechanicsAdvanced Mathematical Modeling in EngineeringTopology optimizationTopology (electrical circuits)Mathematical optimizationConstraint (computer-aided design)IsotropyStress (linguistics)MathematicsRank (graph theory)StiffnessRelaxation (psychology)

Funding

  • Forskerakademiet
Citations
726
FWCI
37.08
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References
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Computer Methods in Applied Mechanics and Engineering · 1988 · 7,170 citations
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Failure Criteria for Unidirectional Fiber Composites
Journal of Applied Mechanics · 1980 · 4,383 citations
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