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Reliability-based optimization in engineering using decomposition techniques and FORMS

机译:工程中使用分解技术和FORMS的基于可靠性的优化

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In this paper a review of some decomposition techniques previously given by the authors to solve bi-level problems is presented within a unified formulation, and a new variant is investigated. Different reliability-based optimization problems in engineering works are formulated and solved: (a) the failure-probability safety-factor problem that makes the compatibility of the classical approach, based on safety-factors; and the modern probability-based approach possible; (b) a modern reliability-based approach where the design is based on minimizing initial/construction costs subject to failure-probability and safety-factor bounds for all failure modes; (c) minimizing the expected total cost of a structure, including maintenance and construction, which depend on the failure probabilities; and (d) a mixed model minimizing the expected total cost adding failure-probability and safety-factor bounds for all failure modes. In these four problems, the objective consists of selecting the values of the design variables that minimize the corresponding cost functions subject to some reliability conditions together with geometric and code constraints. The solution becomes complex because the evaluation of failure probabilities using first-order reliability methods (FORM) involves one optimization problem per failure mode, so that decomposition methods are used to solve the problem. The proposed methods use standard optimization frameworks to obtain the reliability indices and to solve the global problem within a decomposition scheme. An advantage of these approaches is that the optimization procedure and the reliability calculations are decoupled. In addition, a sensitivity analysis is performed using a method that consists of transforming the data parameters into artificial variables, and using the dual associated variables. To illustrate the methods, a breakwater design example is used.
机译:在本文中,作者在统一的表述中对以前为解决双层问题而提出的一些分解技术进行了综述,并研究了一个新的变体。提出并解决了工程中基于可靠性的不同优化问题:(a)基于安全系数的使经典方法兼容的失效概率安全系数问题;以及基于现代概率的方法成为可能; (b)一种基于可靠性的现代方法,其设计的基础是使所有故障模式的故障/概率和安全系数范围内的初始/建造成本降至最低; (c)使取决于故障概率的结构的预期总成本最小化,包括维护和建造; (d)混合模型使所有故障模式的预期总成本增加了故障概率和安全系数界限。在这四个问题中,目标包括选择设计变量的值,这些变量将在满足某些可靠性条件以及几何和代码约束的情况下最小化相应的成本函数。解决方案变得复杂,因为使用一阶可靠性方法(FORM)评估故障概率涉及每个故障模式一个优化问题,因此使用分解方法来解决该问题。所提出的方法使用标准的优化框架来获得可靠性指标并解决分解方案中的全局问题。这些方法的优点是优化过程和可靠性计算是分离的。另外,使用一种方法进行敏感性分析,该方法包括将数据参数转换为人工变量,并使用对偶关联变量。为了说明这些方法,使用了一个防波堤设计实例。

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