Probabilistic Optimization Approach for Damage Identification Using Frequency Response

H. Altammar, S. Kaul, A. Dhingra
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Abstract

This paper presents a novel probabilistic optimization approach to identify damage characteristics by using the frequency response function (FRF). The proposed approach has been developed to predict the probability of damage existence and to further identify salient details about damage location and damage severity in a probabilistic manner. The optimization problem has been developed as a function of measured and simulated frequency responses and is formulated in a multi-stage sequence to detect the probability of damage parameters including crack depth and crack location while minimizing uncertainties in the analysis outcomes. To demonstrate the proposed approach, a simply supported beam has been modeled with an open edge crack and characterized by using Linear Elastic Fracture Mechanics (LEFM). Several frequency responses obtained from the structure have been incorporated with different levels of noise to evaluate the robustness of the proposed algorithm. The algorithm has been tested through multiple simulations with various damage characteristics and different levels of noise. In all cases, the proposed algorithm has successfully predicted the presence of damage with a relatively high probability. Evaluation of the results demonstrates that the probabilistic optimization approach provides significant advantages over conventional deterministic methods for damage detection in structural health monitoring.
基于频率响应的损伤识别概率优化方法
提出了一种基于频率响应函数(FRF)的损伤特征概率优化识别方法。提出的方法是为了预测损伤存在的概率,并以概率的方式进一步确定损伤位置和损伤严重程度的重要细节。该优化问题已发展为测量和模拟频率响应的函数,并以多阶段序列表示,以检测包括裂纹深度和裂纹位置在内的损伤参数的概率,同时最大限度地减少分析结果中的不确定性。为了验证所提出的方法,我们用开边裂纹对简支梁进行了建模,并用线性弹性断裂力学(LEFM)对其进行了表征。从结构中获得的几个频率响应与不同程度的噪声相结合,以评估所提出算法的鲁棒性。该算法已通过具有不同损伤特征和不同噪声水平的多次模拟进行了测试。在所有情况下,该算法都以较高的概率成功预测了损伤的存在。结果表明,在结构健康监测中,概率优化方法比传统的确定性方法具有明显的优势。
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