Structural damage detection using finite element model updating with evolutionary algorithms: a survey

被引:207
作者
Alkayem, Nizar Faisal [1 ]
Cao, Maosen [1 ]
Zhang, Yufeng [2 ,3 ]
Bayat, Mahmoud [4 ]
Su, Zhongqing [5 ]
机构
[1] Hohai Univ, Dept Engn Mech, Nanjing 210098, Jiangsu, Peoples R China
[2] State Key Lab Safety & Hlth In Serv Long Span Bri, Nanjing 211112, Jiangsu, Peoples R China
[3] Jiangsu Transportat Inst Co Ltd, Nanjing 211112, Jiangsu, Peoples R China
[4] Islamic Azad Univ, Roudehen Branch, Young Researchers & Elite Club, Roudehen, Iran
[5] Hong Kong Polytech Univ, Dept Mech Engn, Kowloon, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Evolutionary algorithms; Finite element model updating; Structural damage detection; Dynamic characteristics; Residuals; Optimization; MODAL STRAIN-ENERGY; MULTIOBJECTIVE OPTIMIZATION; PARAMETER SELECTION; GLOBAL OPTIMIZATION; DIFFERENTIAL EVOLUTION; GENETIC ALGORITHM; ARCH BRIDGE; PHASE-I; IDENTIFICATION; FLEXIBILITY;
D O I
10.1007/s00521-017-3284-1
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
Structural damage identification based on finite element (FE) model updating has been a research direction of increasing interest over the last decade in the mechanical, civil, aerospace, etc., engineering fields. Various studies have addressed direct, sensitivity-based, probabilistic, statistical, and iterative methods for updating FE models for structural damage identification. In contrast, evolutionary algorithms (EAs) are a type of modern method for FE model updating. Structural damage identification using FE model updating by evolutionary algorithms is an active research focus in progress but lacking a comprehensive survey. In this situation, this study aims to present a review of critical aspects of structural damage identification using evolutionary algorithm-based FE model updating. First, a theoretical background including the structural damage detection problem and the various types of FE model updating approaches is illustrated. Second, the various residuals between dynamic characteristics from FE model and the corresponding physical model, used for constructing the objective function for tracking damage, are summarized. Third, concerns regarding the selection of parameters for FE model updating are investigated. Fourth, the use of evolutionary algorithms to update FE models for damage detection is examined. Fifth, a case study comparing the applications of two single-objective EAs and one multi-objective EA for FE model updating-based damage detection is presented. Finally, possible research directions for utilizing evolutionary algorithm-based FE model updating to solve damage detection problems are recommended. This study should help researchers find crucial points for further exploring theories, methods, and technologies of evolutionary algorithm-based FE model updating for structural damage detection.
引用
收藏
页码:389 / 411
页数:23
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