Dynamic load localization and time history identification using blind source separation and structural modal shape matching

IF 3.5 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Forces in mechanics Pub Date : 2026-03-01 Epub Date: 2026-01-03 DOI:10.1016/j.finmec.2026.100350
Kun Li , Zhuo Fu , Xianfeng Man , Shuai Wang , Yixiang Chen , Nuo Chen
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引用次数: 0

Abstract

Accurate knowledge of dynamic load locations and time histories is a critical input for structural design but is often infeasible to measure directly. While numerous load identification methods exist, they predominantly address the localization and time-history reconstruction separately, relying on the prior assumption that one of the two is known. This paper introduces a novel and efficient integrated approach that combines Blind Source Separation (BSS) with Structural Modal Shape Matching (SMSM) to concurrently identify both the spatial location and temporal profile of dynamic loads. The proposed methodology is founded on the principle that modal loads and physical loads are mutually convertible. Initially, truncated modal loads are stably reconstructed in the modal space using a shape function method with Tikhonov regularization. These recovered modal loads are then interpreted as blind mixtures of the unknown physical load source signals, with the structural modal shape coefficients acting as the mixing matrix. BSS is subsequently employed to separate the equivalent load time histories and estimate the mixing matrix. Since the mixing coefficient vector is linearly related to the structural mode shape vector at the load application point, SMSM is implemented by quantifying the intersection angles between the estimated mixing vectors and candidate modal shape vectors to pinpoint the most probable load locations. Finally, the actual load time histories are accurately retrieved using the reconstructed modal loads and the identified modal shape matrix. The efficacy of the proposed method is rigorously demonstrated through two numerical examples involving a complex ropeway tower and a rectangular plate.
基于盲源分离和结构模态振型匹配的动载荷定位与时程识别
动态荷载位置和时程的准确知识是结构设计的关键输入,但通常无法直接测量。虽然存在许多载荷识别方法,但它们主要是分别处理定位和时程重建,依赖于先验假设两者之一是已知的。提出了一种将盲源分离(BSS)和结构模态振型匹配(SMSM)相结合的新型高效集成方法,可同时识别动载荷的空间位置和时间分布。所提出的方法是建立在模态荷载和物理荷载相互转换的原则之上的。首先,利用带Tikhonov正则化的形函数方法在模态空间中稳定重构截短的模态载荷。然后将这些恢复的模态载荷解释为未知物理载荷源信号的盲混合,结构模态振型系数作为混合矩阵。然后利用BSS分离等效荷载时程并估计混合矩阵。由于混合系数矢量与加载点的结构模态振型矢量线性相关,因此SMSM通过量化估计的混合矢量与候选模态振型矢量之间的交角来确定最可能的加载位置。最后,利用重构的模态荷载和识别出的模态振型矩阵准确地检索出实际荷载时程。通过两个复杂索道塔和矩形板的数值算例,验证了该方法的有效性。
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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来源期刊
Forces in mechanics
Forces in mechanics Mechanics of Materials
CiteScore
3.50
自引率
0.00%
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0
审稿时长
52 days
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