TY - JOUR
T1 - Time-alignment-free impact load localisation via dynamic time warping
AU - Zhang, Meng
AU - Chen, Ding
AU - Zhang, Jinzhao
AU - Zhao, Zhenyu
AU - Zhang, Xiaohui
AU - Xie, Zhongliang
N1 - Publisher Copyright:
© 2026 Elsevier Ltd
PY - 2026/4/15
Y1 - 2026/4/15
N2 - Impact load localisation in engineering structures experiences significant challenges when measurement data are incomplete or asynchronous. Conventional similarity-based methods, which rely on strict point-to-point temporal alignment, exhibit reduced reliability under such non-ideal conditions. To overcome this limitation, this paper proposes a time-alignment-free framework termed ‘Dynamic Time Warping-Based Localisation and Time-Domain Identification (DTW-LTI)’. The primary novelty of this approach is the utilisation of the DTW algorithm to quantify signal similarity based on morphological features rather than rigid temporal correspondence. This strategy effectively decouples localisation accuracy from the requirement of precise time synchronisation. The identified impact location is subsequently integrated with a regularisation-based inversion method to reconstruct the load time history. Validation was conducted through numerical simulations and physical experiments on stiffened and curved plates. The results demonstrated that, under a condition of 5 % random data loss, where standard Euclidean and cosine similarity metrics yielded 0% accuracy due to misalignment, the proposed DTW-LTI framework maintained a localisation accuracy of 87.5% in simulations and more than 70 % in experiments. These findings confirm the robustness and suitability of the proposed method for structural health monitoring in environments where data integrity cannot be fully guaranteed.
AB - Impact load localisation in engineering structures experiences significant challenges when measurement data are incomplete or asynchronous. Conventional similarity-based methods, which rely on strict point-to-point temporal alignment, exhibit reduced reliability under such non-ideal conditions. To overcome this limitation, this paper proposes a time-alignment-free framework termed ‘Dynamic Time Warping-Based Localisation and Time-Domain Identification (DTW-LTI)’. The primary novelty of this approach is the utilisation of the DTW algorithm to quantify signal similarity based on morphological features rather than rigid temporal correspondence. This strategy effectively decouples localisation accuracy from the requirement of precise time synchronisation. The identified impact location is subsequently integrated with a regularisation-based inversion method to reconstruct the load time history. Validation was conducted through numerical simulations and physical experiments on stiffened and curved plates. The results demonstrated that, under a condition of 5 % random data loss, where standard Euclidean and cosine similarity metrics yielded 0% accuracy due to misalignment, the proposed DTW-LTI framework maintained a localisation accuracy of 87.5% in simulations and more than 70 % in experiments. These findings confirm the robustness and suitability of the proposed method for structural health monitoring in environments where data integrity cannot be fully guaranteed.
KW - Dynamic time warping
KW - Impact Localisation
KW - Impact load identification
KW - Incomplete Measurements
KW - Inverse problems
KW - Structural health monitoring
UR - https://www.scopus.com/pages/publications/105031361766
U2 - 10.1016/j.ijmecsci.2026.111450
DO - 10.1016/j.ijmecsci.2026.111450
M3 - 文章
AN - SCOPUS:105031361766
SN - 0020-7403
VL - 316
JO - International Journal of Mechanical Sciences
JF - International Journal of Mechanical Sciences
M1 - 111450
ER -