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Stochastic multi-scale finite element based reliability analysis for laminated composite structures

机译:基于随机多尺度有限元的层合复合结构可靠性分析

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摘要

This paper proposes a novel multi-scale approach for the reliability analysis of composite structures that accounts for both microscopic and macroscopic uncertainties, such as constituent material properties and ply angle. The stochastic structural responses, which establish the relationship between structural responses and random variables, are achieved using a stochastic multi-scale finite element method, which integrates computational homogenisation with the stochastic finite element method. This is further combined with the first- and second-order reliability methods to create a unique reliability analysis framework. To assess this approach, the deterministic computational homogenisation method is combined with the Monte Carlo method as an alternative reliability method. Numerical examples are used to demonstrate the capability of the proposed method in measuring the safety of composite structures. The paper shows that it provides estimates very close to those from Monte Carlo method, but is significantly more efficient in terms of computational time. It is advocated that this new method can be a fundamental element in the development of stochastic multi-scale design methods for composite structures.
机译:本文提出了一种用于复合结构可靠性分析的新型多尺度方法,该方法考虑了微观和宏观的不确定性,例如组成材料的特性和铺层角度。随机结构响应建立了结构响应与随机变量之间的关系,这是通过使用随机多尺度有限元方法实现的,该方法将计算均化与随机有限元方法相结合。进一步将其与一阶和二阶可靠性方法相结合,以创建独特的可靠性分析框架。为了评估这种方法,将确定性计算均匀化方法与蒙特卡洛方法相结合,作为一种替代的可靠性方法。数值算例表明了该方法在测量复合结构安全性方面的能力。该论文表明,它提供的估计值与蒙特卡洛方法的估计值非常接近,但是在计算时间方面效率更高。提倡这种新方法可以作为复合结构随机多尺度设计方法发展的基本要素。

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