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基于正则化扩展卡尔曼滤波的结构损伤识别方法

Structural damage identification by extended Kalman filter with regularization scheme

中文摘要英文摘要

本文利用模态坐标初始值和结构单元损伤参数构建状态向量,提出一种结合Tikhonov正则化过程的扩展卡尔曼滤波算法,可成功识别结构单元的损伤程度。在结构损伤识别问题中,Tikhonov正则化过程的引入,有效地改善了反问题求解的不适定性,使与之结合后的扩展卡尔曼滤波方法具有良好的鲁棒性和损伤识别能力。梁式结构的损伤识别算例表明,在结构初始状态未知的情况下,本文方法仍可以有效抑制输入信号中的噪声干扰,对结构单一损伤和多处损伤情况均能准确识别。

In this paper, Extended Kalman filter (EKF) with Tikhonov regularization is proposed to identify structural damages. In the proposed algorithm, the state vector of EKF consists of the initial values of modal coordinates and damage parameters of structural elements. Since the introduction of Tikhonov regularization improves the solution of ill-posed inverse problems, the EKF with Tikhonov regularization has good robust and accuracy. Numerical simulation of a simple supported beam show that the proposed method can effectively restrain the noise of the input signal and accurately identify the single or multiple damages with the unknown initial structural state.

戴霖、宋固全、张纯

工程基础科学

扩展卡尔曼滤波ikhonov正则化损伤识别

Extended Kalman filter (EKF)Tikhonov regularizationdamage identification

戴霖,宋固全,张纯.基于正则化扩展卡尔曼滤波的结构损伤识别方法[EB/OL].(2014-03-03)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/201403-51.点此复制

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