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Stochastic optimization methods in optimal engineering design under stochastic uncertainty

机译:随机不确定性下最优工程设计中的随机优化方法

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Problems from optimal plastic design are based on the convex, linear or linearized yield/strength condition and the linear equilibrium equation for the generic stress (state) vector. Having to take into account, in practice, stochastic variations of the model parameters (e.g. yield stresses, plastic capacities) and external loadings, the basic stochastic optimal plastic design problem must be replaced by an appropriate deterministic substitute problem. After considering stochastic optimization methods based on failure/survival probabilities and presenting differentiation techniques and differentiation formulas for probability of failure/survival functions, a direct approach is presented using the construction and failure costs (e.g. costs for damage, repair, compensation for weakness within the structure, etc.). Based on the basic mechanical survival conditions, the failure costs may be represented by the minimum value of a convex and often linear program. Several mathematical properties of this program are shown. Minimizing then the total expected costs subject to the remaining (simple) deterministic constraints, a stochastic optimization problem is obtained which may be represented by a "Stochastic Convex Program (SCP) with recourse". Working with linearized yield/strength conditions, a "Stochastic Linear Program (SLP) with complete fixed recourse" results. In case of a discretely distributed probability distribution or after the discretization of a more general probability distribution of the random structural parameters and loadings as well as certain random cost factors one has a linear program (LP) with a so-called "dual decomposition data" structure. For stochastic programs of this type many theoretical results and efficient numerical solution procedures (LP-solver) are available. The mathematical properties of theses substitute problems are considered, and numerical solution procedures are described. (C) 2003 WILEY-VCH Verlag GmbH & Co. KGaA. Weinheim. [References: 49]
机译:最佳塑性设计产生的问题基于凸,线性或线性化屈服/强度条件以及通用应力(状态)矢量的线性平衡方程。在实践中必须考虑到模型参数的随机变化(例如屈服应力,塑性能力)和外部载荷,必须用适当的确定性替代问题来代替基本的随机最优塑性设计问题。在考虑了基于失效/生存概率的随机优化方法并提出了失效/生存功能概率的区分技术和区分公式后,提出了一种使用建造和失效成本(例如,破坏,维修,对内部缺陷的补偿)的直接方法。结构等)。基于基本的机械生存条件,失效成本可以由凸形且通常为线性程序的最小值表示。显示了该程序的几个数学属性。然后,在受到其余(简单)确定性约束的情况下,将总预期成本最小化,将获得一个随机优化问题,该问题可以由“带有追索权的随机凸程序(SCP)”表示。在线性化的屈服/强度条件下,将产生“具有完全固定资源的随机线性程序(SLP)”。在离散分布的概率分布的情况下,或者在随机结构参数和载荷以及某些随机成本因子的更一般的概率分布离散化之后,可以使用带有所谓的“双重分解数据”的线性程序(LP)结构体。对于这种类型的随机程序,可以使用许多理论结果和有效的数值求解程序(LP解算器)。考虑这些替代问题的数学性质,并描述了数值求解程序。 (C)2003 WILEY-VCH Verlag GmbH&Co. KGaA。温海姆。 [参考:49]

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