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首页> 外文期刊>Composite Structures >Stochastic natural frequency analysis of damaged thin-walled laminated composite beams with uncertainty in micromechanical properties
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Stochastic natural frequency analysis of damaged thin-walled laminated composite beams with uncertainty in micromechanical properties

机译:薄壁层合复合材料微机械性能不确定的随机自然频率分析

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摘要

This paper presents a stochastic approach to study the natural frequencies of thin-walled laminated composite beams with spatially varying matrix cracking damage in a multi-scale framework. A novel concept of stochastic representative volume element (SRVE) is introduced for this purpose. An efficient radial basis function (RBF) based uncertainty quantification algorithm is developed to quantify the probabilistic variability in free vibration responses of the structure due to spatially random stochasticity in the micro-mechanical and geometric properties. The convergence of the proposed algorithm for stochastic natural frequency analysis of damaged thin-walled composite beam is verified and validated with original finite element method (FEM) along with traditional Monte Carlo simulation (MCS). Sensitivity analysis is carried out to ascertain the relative influence of different stochastic input parameters on the natural frequencies. Subsequently the influence of noise is investigated on radial basis function based uncertainty quantification algorithm to account for the inevitable variability for practical field applications. The study reveals that stochasticity/system irregularity in structural and material attributes affects the system performance significantly. To ensure robustness, safety and sustainability of the structure, it is very crucial to consider such forms of uncertainties during the analysis. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文提出了一种随机方法来研究在多尺度框架下具有空间变化的基体开裂损伤的薄壁层合梁的固有频率。为此,引入了一种新颖的随机代表体积元素(SRVE)概念。开发了一种基于有效径向基函数(RBF)的不确定性量化算法,以量化由于微机械和几何特性中的空间随机随机性而导致的结构自由振动响应中的概率变化。利用原始有限元方法(FEM)和传统的蒙特卡洛模拟(MCS)对所提出的损伤薄壁复合材料梁随机自然频率分析算法的收敛性进行了验证。进行灵敏度分析以确定不同随机输入参数对固有频率的相对影响。随后,在基于径向基函数的不确定性量化算法上研究了噪声的影响,以解决实际现场应用中不可避免的可变性。研究表明,结构和材料属性中的随机性/系统不规则性会显着影响系统性能。为了确保结构的坚固性,安全性和可持续性,在分析过程中考虑这种形式的不确定性非常关键。 (C)2016 Elsevier Ltd.保留所有权利。

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