基于系统可靠性的桁架尺寸和形状优化,考虑数百万个故障序列

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Lucas A. Rodrigues da Silva , André J. Torii , André T. Beck
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引用次数: 0

摘要

基于系统可靠性的结构优化设计(S-RBDO)是一个复杂的问题,因为潜在失效序列的数量会随着结构静态不确定性程度的增加而呈几何级数增加。现有的结构系统失效序列识别方法计算成本高,而且容易遗漏一些关键的失效序列,尤其是在优化框架内。在这种情况下,识别最关键的失效序列以简化问题至关重要。在此,我们提出了一种基于系统可靠性的新框架,用于桁架的尺寸和形状优化。该程序使用最近开发的空空间方法确定最小切割集,该方法已被证明比传统的基于失效路径的方法更有效。从每个已识别的最小切割集中选择最可能的故障序列。利用概率网络评估技术(PNET),根据相关性选出整个结构的主要故障序列,从而估算出系统可靠性。优化算法采用基于疯狂的粒子群优化(CRPSO)。涉及数百至数百万个失效序列的数值示例证明了所提出的框架在具有不同材料失效后行为的桁架优化问题上的适用性和效率。结果表明,在考虑渐进式坍塌的系统可靠性分析中,最关键的失效序列是从最小切割集获得的序列。此外,结果表明本文提出的程序优于其他基于传统失效路径方法的框架。本文考虑的是简单的桁架尺寸和形状优化,但结论对考虑渐进式坍塌的现实结构的优化设计具有直接意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
System-reliability-based sizing and shape optimization of trusses considering millions of failure sequences

System-Reliability-Based Design Optimization (S-RBDO) of structures considering progressive collapse is a complex problem, as the number of potential failure sequences increases geometrically with the degree of static indeterminacy of the structure. Existing methods for identifying failure sequences in structural systems are computationally expensive and prone to missing some critical failure sequences, especially within an optimization framework. In this context, identifying the most critical failure sequences to simplify the problem is fundamental. Herein, we propose a novel system-reliability-based framework for sizing and shape optimization of trusses. The procedure identifies minimal cut sets using the recently developed null space method, which has been proven more efficient than traditional failure path-based methods. The most probable failure sequence is selected from each identified minimal cut set. System reliability is estimated using the dominant failure sequences for the whole structure, selected based on their correlations using the Probabilistic Network Evaluation Technique (PNET). Craziness-Based Particle Swarm Optimization (CRPSO) is employed as the optimization algorithm. Numerical examples involving hundreds to millions of failure sequences demonstrate applicability and efficiency of the proposed framework on truss optimization problems with different material post-failure behaviors. Results suggest that, in a system-reliability analysis considering progressive collapse, the most critical failure sequences are those obtained from minimal cut sets. Furthermore, results show that the procedure proposed herein can outperform other frameworks based on traditional failure path-based methods. Simple truss sizing and shape optimization is considered herein, but the conclusions have immediate relevance to the optimal design of realistic structures considering progressive collapse.

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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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