Structural damage identification via physics-guided machine learning: a methodology integrating pattern recognition with finite element model updating

有限元法 结构健康监测 人工神经网络 鉴定(生物学) 人工智能 一致性(知识库) 机器学习 计算机科学 特征(语言学) 功能(生物学) 工程类 语言学 哲学 植物 结构工程 生物 进化生物学
作者
Zhiming Zhang,Chao Sun
出处
期刊:Structural Health Monitoring-an International Journal [SAGE Publishing]
卷期号:20 (4): 1675-1688 被引量:170
标识
DOI:10.1177/1475921720927488
摘要

Structural health monitoring methods are broadly classified into two categories: data-driven methods via statistical pattern recognition and physics-based methods through finite elementmodel updating. Data-driven structural health monitoring faces the challenge of data insufficiency that renders the learned model limited in identifying damage scenarios that are not contained in the training data. Model-based methods are susceptible to modeling error due to model idealizations and simplifications that make the finite element model updating results deviate from the truth. This study attempts to combine the merits of data-driven and physics-based structural health monitoring methods via physics-guided machine learning, expecting that the damage identification performance can be improved. Physics-guided machine learning uses observed feature data with correct labels as well as the physical model output of unlabeled instances. In this study, physics-guided machine learning is realized with a physics-guided neural network. The original modal-property based features are extended with the damage identification result of finite element model updating. A physics-based loss function is designed to evaluate the discrepancy between the neural network model output and that of finite element model updating. With the guidance from the scientific knowledge contained in finite element model updating, the learned neural network model has the potential to improve the generality and scientific consistency of the damage detection results. The proposed methodology is validated by a numerical case study on a steel pedestrian bridge model and an experimental study on a three-story building model.
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