Optimization of the truss-type structures using the generalized perturbation-based Stochastic Finite Element Method

被引:30
作者
Kaminski, Marcin [1 ]
Solecka, Marta [1 ]
机构
[1] Tech Univ Lodz, Fac Civil Engn Architecture & Environm Engn, Dept Struct Mech, Chair Steel Struct, PL-90924 Lodz, Poland
关键词
Engineering optimization; Stochastic Finite Element Method; Response function method; Stochastic perturbation technique; Reliability analysis; RANDOM EIGENVALUE PROBLEMS;
D O I
10.1016/j.finel.2012.08.002
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The main objective here is an engineering optimization of the truss-type structures using the generalized perturbation-based Stochastic Finite Element Method. This procedure is based on triple reliability analysis consisting of the limit states for the admissible eigen frequencies, horizontal displacements and the reduced stresses; it obeys an application of the stainless steel as well as the aluminum as the structural materials. Such a reliability-based optimization follows strictly engineering practice, demands of the Eurocodes, cost minimization of the structures and future installations of the new transmission equipment. The reliability analysis is based on the FORM approach, while computational realization of the generalized SFEM guarantees reliable determination of the first four probabilistic moments of the structural response for any random dispersion in the design parameters. Numerical implementation has hybrid character and is based on interoperability of the FEM design system ROBOT and the computer algebra system MAPLE, where all probabilistic functions are programmed. (C) 2012 Elsevier B.V. All rights reserved.
引用
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页码:69 / 79
页数:11
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