Structural Reliability Analysis for Implicit Performance with Legendre Orthogonal Neural Network Method

L. Sha, Tongyu Wang
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引用次数: 1

Abstract

In order to evaluate the failure probability of a complicated structure, the structural responses usually need to be estimated by some numerical analysis methods such as finite element method (FEM). The response surface method (RSM) can be used to reduce the computational effort required for reliability analysis when the performance functions are implicit. However, the conventional RSM is time-consuming or cumbersome if the number of random variables is large. This paper proposes a Legendre orthogonal neural network (LONN)-based RSM to estimate the structural reliability. In this method, the relationship between the random variables and structural responses is established by a LONN model. Then the LONN model is connected to a reliability analysis method, i.e. first-order reliability methods (FORM) to calculate the failure probability of the structure. Numerical examples show that the proposed approach is applicable to structural reliability analysis, as well as the structure with implicit performance functions.
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基于Legendre正交神经网络的隐式性能结构可靠性分析
为了评估复杂结构的失效概率,通常需要采用有限元法等数值分析方法对结构的响应进行估计。当性能函数为隐式时,响应面法可以减少可靠性分析的计算量。然而,当随机变量数量较大时,传统的RSM方法既耗时又繁琐。提出了一种基于Legendre正交神经网络(LONN)的结构可靠性估计方法。该方法采用LONN模型建立随机变量与结构响应的关系。然后将LONN模型与一阶可靠度分析方法(FORM)相结合,计算结构的失效概率。数值算例表明,该方法适用于结构可靠度分析,也适用于具有隐式性能函数的结构。
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