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Statistic structural damage detection based on the closed-form of element modal strain energy sensitivity

机译:基于单元模态应变能敏感度闭合形式的统计结构损伤检测

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摘要

Modal strain energy has been widely utilized as a damage-sensitive feature to detect structural damage. Based on the closed-form of element modal strain energy sensitivity, a statistic structural damage detection algorithm is proposed in this paper. The method is oriented to the ambient vibration measurements where only the operational mode shapes are available. The established element damage equations are incorporated with the modal scaling factors so that the damage and modal scaling factor can be solved simultaneously. The statistic analysis is implemented to take into account the uncertainties existing in the structural model and measured structural modal parameters. The sensitivity formulas of system matrix and residual vector with respect to noise are derived. The proposed statistics based element damage equations have a compact algebraic form, which does not require a large computation time and a high storage capacity. The method is verified by a numerical simply supported beam with different assumed damage. The effects of noise and damage levels on damage detection are investigated. It is demonstrated that the proposed method can identify most likely damaged elements.
机译:模态应变能已被广泛用作损伤敏感特征以检测结构损伤。基于单元模态应变能敏感度的闭合形式,提出一种统计结构损伤检测算法。该方法针对仅操作模式形状可用的环境振动测量。建立的单元损伤方程与模态比例因子结合在一起,以便可以同时求解损伤和模态比例因子。进行统计分析时要考虑到结构模型中存在的不确定性和测得的结构模态参数。推导了系统矩阵和残差矢量对噪声的灵敏度公式。所提出的基于统计的元素损伤方程具有紧凑的代数形式,不需要大量的计算时间和高存储容量。该方法由具有不同假定损伤的数值简支梁进行了验证。研究了噪声和损伤水平对损伤检测的影响。证明了所提出的方法可以识别最可能损坏的元素。

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