Digital twin-driven cross-domain damage identification for experimental cable-stayed bridge models under sparse sensing

IF 3 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Naiwei Lu, Jian Cui, Yuan Luo, Michael Beer
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引用次数: 0

Abstract

Reliable damage identification is paramount to structural integrity and operational safety of infrastructure. However, conventional structural health monitoring (SHM) methods often encounter implementation bottlenecks, primarily constrained by data labeling and the inherent discrepancy between numerical and physical responses. This study presents a novel digital twin-driven framework for structural damage identification using cross-domain feature adaptation. A residual network was trained on extensive simulated damage states, and the transfer learning was utilized to extract domain-invariant features across both numerical and experimental domains. This hybrid strategy integrates data-driven modeling and adaptive transfer learning to effectively bridge the gap in cross-domain generalization. An experimental study on a scaled experimental cable-stayed bridge was conducted to demonstrate the efficacy of the proposed framework in mitigating domain-shift challenges. Notably, it achieves 90.9% accuracy with sparse training sets, while simultaneously yielding a significant decrease in computational overhead. By contrast, the target only training strategy and the partial transfer strategy without domain alignment achieved accuracies of 83.1% and 73.4%, respectively. In addition, comparisons with GoogLeNet and AlexNet networks further validate the superior performance and robustness of the proposed framework in cross-domain damage identification tasks.
稀疏感知下斜拉桥实验模型双驱动跨域损伤识别
可靠的损伤识别对基础设施的结构完整性和运行安全至关重要。然而,传统的结构健康监测(SHM)方法经常遇到实施瓶颈,主要受到数据标记和数值与物理响应之间固有差异的限制。本研究提出了一种新的数字双驱动框架,利用跨域特征自适应进行结构损伤识别。在广泛的模拟损伤状态下训练残差网络,并利用迁移学习在数值和实验领域中提取域不变特征。这种混合策略将数据驱动建模和自适应迁移学习相结合,有效地弥补了跨领域泛化的差距。通过对一个规模实验斜拉桥的实验研究,验证了该框架在缓解域移挑战方面的有效性。值得注意的是,它在使用稀疏训练集的情况下达到了90.9%的准确率,同时显著降低了计算开销。相比之下,仅目标训练策略和不进行域对齐的部分迁移策略的准确率分别为83.1%和73.4%。此外,与GoogLeNet和AlexNet网络的比较进一步验证了该框架在跨域损伤识别任务中的优越性能和鲁棒性。
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
International Journal of Damage Mechanics
International Journal of Damage Mechanics 工程技术-材料科学:综合
CiteScore
8.70
自引率
26.20%
发文量
48
审稿时长
5.4 months
期刊介绍: Featuring original, peer-reviewed papers by leading specialists from around the world, the International Journal of Damage Mechanics covers new developments in the science and engineering of fracture and damage mechanics. Devoted to the prompt publication of original papers reporting the results of experimental or theoretical work on any aspect of research in the mechanics of fracture and damage assessment, the journal provides an effective mechanism to disseminate information not only within the research community but also between the reseach laboratory and industrial design department. The journal also promotes and contributes to development of the concept of damage mechanics. This journal is a member of the Committee on Publication Ethics (COPE).
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