
Structural health monitoringusing the Firefly optimization algorithm and finite elements
Author(s) -
Octavio Andrés GonzálezEstrada,
Camilo Andrés Manrique-Escobar,
Heller Guillermo Sánchez Acevedo
Publication year - 2020
Publication title -
revista uis ingenierías
Language(s) - English
Resource type - Journals
eISSN - 2145-8456
pISSN - 1657-4583
DOI - 10.18273/revuin.v19n4-2020021
Subject(s) - firefly algorithm , structural health monitoring , simple (philosophy) , computer science , modal , optimization algorithm , algorithm , firefly protocol , optimization problem , mathematical optimization , sensitivity (control systems) , structural engineering , mathematics , engineering , materials science , electronic engineering , particle swarm optimization , zoology , philosophy , epistemology , polymer chemistry , biology
In this study, a novel technique for multiple damage detection of structures using modal characterization to evaluate the dynamic response of the structure given a damage model is investigated. The damage identification problem is seen as an optimization problem to be solved using a firefly optimization algorithm. The objective function is based on a numerical damage model that considers the modal response of the structures. We show some implementation details and discuss the obtained results for a benchmark problem used to assess the performance of the method and its advantages for structural health monitoring