Spectral Element Method for Damage Localization in Non-Uniform Structures with Parametric Uncertainty

Purushottam Kumar Chaudhary, Kumar Anjneya, K. Roy
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Abstract

Spectral element method, which works in the frequency domain, is usually used for modelling structures. It is a wave-based numerical approach. The advantage of using this method is that it reduces the number of degrees-of-freedom by representing the whole structure using a single element. The present study deals with finding damage in non-uniform structures using the spectral element method. Since the uncertainty is part and parcel of every real structure, it needs to be introduced into every methodology meant for damage detection. Therefore, this method is also used here for the stochastic system to introduce uncertainty in the model. Damage at any location is introduced as a single edge notch crack. The crack introduced is a non-propagating crack. The damage quantity introduced is expressed in terms of crack flexibility-based on the concept of fracture mechanics. At the damage location, the compatibility conditions are to be satisfied. With the help of the boundary as well as compatibility conditions being satisfied, the displacement equation for damaged case in the frequency domain is developed. In order to introduce parametric uncertainty, expressions of spectral stiffness and mass matrices are established using Karhunen-Loéve expansion. The mass and stiffness matrices for the stochastic case are expressed as random field and are discretized in terms of the random variables. Eigenvalue analysis is performed to obtain mode shapes for both damaged and undamaged cases. Difference between the mode shapes is considered to obtain the damage location. The methodology is found to be effective in localizing damage in non-uniform structures in the presence of parametric uncertainty.
具有参数不确定性的非均匀结构损伤定位的谱元方法
谱元法是一种工作在频域的结构建模方法。这是一种基于波动的数值方法。使用这种方法的优点是,通过使用单个元素表示整个结构,减少了自由度的数量。本文研究了用谱元法寻找非均匀结构损伤的方法。由于不确定性是每个实际结构的重要组成部分,因此需要将其引入用于损伤检测的每种方法中。因此,对于随机系统,这里也采用这种方法来引入模型中的不确定性。任何位置的损伤都以单边缺口裂纹的形式引入。引入的裂纹为非扩展裂纹。基于断裂力学的概念,引入的损伤量用裂纹柔度来表示。在损伤位置,要满足相容性条件。在满足边界条件和相容条件的情况下,建立了损伤情况下的频域位移方程。为了引入参数不确定性,采用karhunen - losamve展开建立了谱刚度和质量矩阵的表达式。随机情况下的质量和刚度矩阵表示为随机场,并用随机变量离散化。进行特征值分析以获得损坏和未损坏情况下的模态振型。考虑模态振型之间的差值来确定损伤位置。结果表明,该方法对存在参数不确定性的非均匀结构的损伤定位是有效的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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