基于数字孪生和深度学习的结构损伤识别
CSTR:
作者:
作者单位:

同济大学 土木工程学院

中图分类号:

TP183; TU391

基金项目:

上海市级科技重大专项-人工智能基础理论与关键核心技术(2021SHZDZX0100)


Structural Damage Identification Based on Digital Twin and Deep Learning
Author:
Affiliation:

College of Civil Engineering,Tongji University

Fund Project:

Shanghai Municipal Science and Technology Major Project (No.2021SHZDZX0100)

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    摘要:

    土木工程实际结构损伤状态的时间跨度通常只占总生命周期的一小部分。为解决传统基于数据驱动的结构损伤识别方法缺乏足够“大”的损伤训练数据的问题,本文提出结合数字孪生和深度学习的结构损伤识别方法,并应用于实际工程。此方法首先利用数值仿真模型和在线监测数据构建结构的数字孪生,以获得不同损伤工况下结构动力响应的“大数据”;其次为了摆脱对外激励信息的依赖,应用经验模态分解法和传递率函数对得到的数据进行预处理;然后将预处理后的固有模态传递率函数数据作为深度学习的输入进行训练,实现结构的损伤识别。为验证该方法的有效性,对实际结构未经训练的监测数据进行分析。结果表明,该方法泛化能力良好,能够有效识别结构损伤状况。通过数字孪生技术解决了传统方法数据匮乏的问题,且利用固有模态传递率函数数据训练的深度神经网络在不需要任何地震信息下仍能保持较高的损伤识别准确率,将二者结合可以使得工程结构健康监测更为主动、可靠、高效。

    Abstract:

    The time span of the civil engineering structural damage state usually accounts for a small part of the total life cycle. In order to solve the problem that traditional data-driven structural damage identification methods lack enough damage state data for training, a structural damage identification method based on digital twin and deep learning is proposed in this paper for practical application. Firstly, the digital twin is constructed by using the numerical simulation model and online monitoring data to obtain the "big data" of the structural dynamic response under different damage conditions. Secondly, in order to get rid of the dependence on the external excitation, the empirical mode decomposition method and transmissibility function are used to preprocess the obtained data. Then, the damage identification is realized by using deep learning. To verify the effectiveness of this method, untrained monitoring data of structures are analyzed. The results show that the method has good generalization ability and can identify the structural damage condition effectively. The problem of data hunger is solved by digital twin technology, and the deep neural network trained by the intrinsic mode vibration transmissibility function data sets can still maintain a high accuracy of damage identification without any seismic information. The combination of the two methods can make structural health monitoring more active, reliable and efficient.

    参考文献
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    [21] [经修改,删除该参考文献]杨朋超, 薛松涛, 谢丽宇. 结构动力模型的改进直接修正方法及工程应用[J]. 建筑结构学报, 2021, 42(3): 34-40.Yang P C, Xue S T, Xie L Y. An improved direct method for dynamic model updating and its practical engineering applications[J]. Journal of Building Structures, 2021, 42(3): 34-40. (in Chinese)
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  • 收稿日期:2022-04-27
  • 最后修改日期:2022-11-10
  • 录用日期:2022-11-27
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