In recent years, the Evolutionary Structural Optimization (ESO) method has been developed into an e!ective tool for engineering design. However, no attempts have been made to incorporate random dynamic response constraints. The optimum design of structures with dynamic response constraints is of gre
Topology optimization of continuum structures with local stress constraints
✍ Scribed by P. Duysinx; M. P. Bendsøe
- Publisher
- John Wiley and Sons
- Year
- 1998
- Tongue
- English
- Weight
- 296 KB
- Volume
- 43
- Category
- Article
- ISSN
- 0029-5981
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✦ Synopsis
We introduce an extension of current technologies for topology optimization of continuum structures which allows for treating local stress criteria. We ÿrst 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 sti ness model (also called SIMP for Solid Isotropic Microstructure with Penalization for intermediate 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 -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. ?
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## Abstract This paper presents a mixed integer programming (MIP) formulation for robust topology optimization of trusses subjected to the stress constraints under the uncertain load. A design‐dependent uncertainty model of the external load is proposed for dealing with the variation of truss topol