Substructural Damage Identification by Reduced-Order Substructural Boundaries and Improved Particle Filter With Unknown Input for Non-Gaussian Measurement Noises

IF 5.1 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Structural Control & Health Monitoring Pub Date : 2025-02-03 DOI:10.1155/stc/8548188
Ying Lei, Chang Yin, Junlong Lai, Shiyu Wang
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Abstract

Substructural identification has shown privileges compared with direct identification of structures. However, unknown substructural interface forces between adjacent substructures are the key but difficult issues in substructural identification. Current substructural identification methods with full-order substructural models still encounter ill-posed identification problems when there are many unknown substructural interaction forces. Thus, it is necessary to study the identification of substructures with reduced-order substructural boundaries. In addition, current substructural identification based on Kalman filtering still assumes that measurement noises are random Gaussian processes. In this paper, a method is proposed for the identification of substructural damage by reduced-order substructural boundaries and an improved particle filter with unknown input for non-Gaussian measurement noises. First, the boundary degrees of freedom of substructural boundaries together with the number of unknown boundary interaction forces are reduced by the characteristic constraint mode approach. Then, based on the reduced-order model of substructure in modal coordinate, an improved particle filter with unknown inputs is proposed, in which the importance density function and particle generation in particle filtering are established by the unscented Kalman filter with unknown inputs. Finally, substructural damage can be identified without the full observations of acceleration responses at the substructure boundaries. The effectiveness of the proposed method is verified through a numerical substructural damage of a planar frame model.

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基于降阶子结构边界和改进粒子滤波的未知输入非高斯测量噪声子结构损伤识别
与直接识别结构相比,亚结构识别具有优势。然而,子结构之间的未知界面力是子结构识别的关键和难点。现有的基于全阶子结构模型的子结构辨识方法,在存在大量未知子结构相互作用力时,仍然会遇到辨识不适定的问题。因此,有必要研究具有降阶子结构边界的子结构识别问题。此外,目前基于卡尔曼滤波的子结构识别仍然假设测量噪声是随机高斯过程。针对非高斯测量噪声,提出了一种基于未知输入的改进粒子滤波和降阶子结构边界识别子结构损伤的方法。首先,利用特征约束模式方法减少了子结构边界的边界自由度和未知边界相互作用力的个数;然后,基于模态坐标下子结构的降阶模型,提出了一种改进的未知输入粒子滤波器,利用未知输入的无气味卡尔曼滤波器建立了粒子滤波中的重要密度函数和粒子生成;最后,子结构损伤可以在没有完整观测子结构边界加速度响应的情况下进行识别。通过一个平面框架的子结构损伤数值模型验证了该方法的有效性。
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来源期刊
Structural Control & Health Monitoring
Structural Control & Health Monitoring 工程技术-工程:土木
CiteScore
9.50
自引率
13.00%
发文量
234
审稿时长
8 months
期刊介绍: The Journal Structural Control and Health Monitoring encompasses all theoretical and technological aspects of structural control, structural health monitoring theory and smart materials and structures. The journal focuses on aerospace, civil, infrastructure and mechanical engineering applications. Original contributions based on analytical, computational and experimental methods are solicited in three main areas: monitoring, control, and smart materials and structures, covering subjects such as system identification, health monitoring, health diagnostics, multi-functional materials, signal processing, sensor technology, passive, active and semi active control schemes and implementations, shape memory alloys, piezoelectrics and mechatronics. Also of interest are actuator design, dynamic systems, dynamic stability, artificial intelligence tools, data acquisition, wireless communications, measurements, MEMS/NEMS sensors for local damage detection, optical fibre sensors for health monitoring, remote control of monitoring systems, sensor-logger combinations for mobile applications, corrosion sensors, scour indicators and experimental techniques.
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