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

Nizar Faisal Alkayem, Maosen Cao, Yufeng Zhang, Mahmoud Bayat, Zhongqing Su
Author Information
  1. Nizar Faisal Alkayem: 1Department of Engineering Mechanics, Hohai University, Nanjing, 210098 Jiangsu People's Republic of China.
  2. Maosen Cao: 1Department of Engineering Mechanics, Hohai University, Nanjing, 210098 Jiangsu People's Republic of China.
  3. Yufeng Zhang: State Key Laboratory on Safety and Health of In-Service Long-Span Bridges, Nanjing, 211112 Jiangsu People's Republic of China.
  4. Mahmoud Bayat: Young Researchers and Elite Club, Roudehen Branch, Islamic Azad University, Roudehen, Iran.
  5. Zhongqing Su: 5Department of Mechanical Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong, SAR.

Abstract

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.

Keywords

References

  1. Evol Comput. 1997 Fall;5(3):277-302 [PMID: 10021761]
  2. ScientificWorldJournal. 2014 Jan 16;2014:410539 [PMID: 24574888]

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