结构数字孪生体损伤识别的危险条件值

IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED
Facundo N. Airaudo , Harbir Antil , Rainald Löhner
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引用次数: 0

摘要

给出了传感器测量值和一组标准力,介绍了一种基于优化的结构损伤识别方法。关键的新颖之处在于让载荷和测量值成为随机变量。然后,以弹性方程为约束,最小化条件风险值(CVaR)。CVaR是一种风险度量,它可以最小化标准期望无法做到的罕见和低概率事件。优化变量是(确定性)强度因子,它以系数的形式出现在弹性方程中,从而使问题非凸。由于不确定性,问题是高维的,由于CVaR,问题是非光滑的。利用随机变量的正交,提出了一种基于伴随的方法。这种方法可以实现规避风险的数字孪生。数值结果是在一个板的背景下给出的,一个大型结构的桁架类似于那些用于太阳能电池阵列或起重机,和人行桥。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Conditional value at risk for damage identification in structural digital twins
Given measurements from sensors and a set of standard forces, an optimization based approach to perform damage identification in structures is introduced. The key novelty lies in letting the loads and measurements to be random variables. Subsequently, the conditional-value-at-risk (CVaR) is minimized subject to the elasticity equations as constraints. CVaR is a risk measure that leads to minimization of rare and low probability events which the standard expectation cannot. The optimization variable is the (deterministic) strength factor which appears as a coefficient in the elasticity equation, thus making the problem nonconvex. Due to uncertainty, the problem is high dimensional and, due to CVaR, the problem is nonsmooth. An adjoint based approach is developed with quadrature in the random variables. This approach would enable the implementation of risk-averse digital twins. Numerical results are presented in the context of a plate, a large structure with trusses similar to those used in solar arrays or cranes, and a footbridge.
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来源期刊
CiteScore
4.80
自引率
3.20%
发文量
92
审稿时长
27 days
期刊介绍: The aim of this journal is to provide ideas and information involving the use of the finite element method and its variants, both in scientific inquiry and in professional practice. The scope is intentionally broad, encompassing use of the finite element method in engineering as well as the pure and applied sciences. The emphasis of the journal will be the development and use of numerical procedures to solve practical problems, although contributions relating to the mathematical and theoretical foundations and computer implementation of numerical methods are likewise welcomed. Review articles presenting unbiased and comprehensive reviews of state-of-the-art topics will also be accommodated.
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