Abstract

Retraction: Multiple damage detection and localization in beam-like and complex structures using co-ordinate modal assurance criterion combined with firefly and genetic algorithms

Highlights

  • Damage detection in civil engineering constructions using dynamic system parameters has become an important research topic

  • We investigate the accuracy of the proposed optimization techniques by considering two numerical examples, namely supported beam and a two-dimensional frame structure

  • Firefly Algorithm (FA) and Genetic Algorithm (GA) are applied to these damage scenarios and the locations of damage and its severities are identified

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Summary

Introduction

Damage detection in civil engineering constructions using dynamic system parameters has become an important research topic. The change in modal parameters e.g. natural frequencies, damping ratios and mode shapes can indicate the presence of damage and its severity. Applications of this concept have been reported in the literature, such as damage detection in composite materials [5] and in off-shore structures [6]. The updated parameters can be used afterwards to evaluate damage and identify its location The drawback of such a method lies in the requirement of reducing the numerical model or extending the measured modal parameters.

Genetic algorithm for damage detection
Firefly Algorithm for damage detection
Objective function
Results and discussion
Simply supported beam
Damage of a two-dimensional frame structure
Effect of noise
Conclusions
Full Text
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