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Optimització topològica (SIMP)×Mètode de Fiabilitat de Primer Ordre (FORM)×
CampEnginyeria de fiabilitatEnginyeria de fiabilitat
FamíliaProcess / pipelineProcess / pipeline
Any d'origen19881969
Autor originalMartin Bendsoe and Noboru KikuchiAllin Cornell
TipusGenerative design algorithmReliability analysis method
Font seminalBendsoe, M. P., & Kikuchi, N. (1988). Generating optimal topologies in structural design using a homogenization method. Computer Methods in Applied Mechanics and Engineering, 71(2), 197-224. link ↗Cornell, C. A. (1969). A probability-based structural code. Journal of the American Concrete Institute, 66(12), 974-985. DOI ↗
ÀliesSIMP, Topology design, Generative design, Density-based optimizationFORM, First-order second-moment method
Relacionats44
ResumTopology Optimization is a computational method for distributing material optimally within a design space to maximize structural performance (strength, stiffness) while minimizing weight or cost. The Solid Isotropic Material with Penalization (SIMP) method, developed by Bendsoe and Kikuchi (1988), iteratively refines a material density distribution across the design domain using sensitivity analysis and gradient-based optimization. SIMP has revolutionized structural design in aerospace, automotive, and mechanical engineering by automating the generation of efficient structures.The First-Order Reliability Method (FORM) is a probabilistic technique for estimating the probability of structural failure given uncertain input parameters. Developed by Allin Cornell in 1969 and refined by Hasofer and Lind in 1974, FORM provides a computationally efficient approximation to the true failure probability by linearizing the limit-state function at the most probable failure point. It has become the cornerstone of modern structural reliability analysis and risk-based design.
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ScholarGateCompara mètodes: Topology Optimization · First-Order Reliability Method. Recuperat el 2026-06-15 de https://scholargate.app/ca/compare