Structural Damage Detection in Beam Structures Using the Pathfinder Algorithm

Authors

DOI:

https://doi.org/10.20508/mjaz4n09

Keywords:

Structural Health Monitoring , Cantilever Beam, Pathfinder Algorithm, Metaheuristic Optimization, Damage detection

Abstract

This paper presents an approach to structural health monitoring (SHM) using the Pathfinder Algorithm (PFA), a metaheuristic method for detecting damage in beam-type structures. The damage identification task is formulated as an unconstrained optimization problem that estimates both the location and severity of damage by maximizing the correlation between simulated and measured modal data. The Multiple Damage Location Assurance Criterion (MDLAC) is employed as the objective function. A 15-element cantilever beam model is analyzed under different damage scenarios. The performance of PFA is compared with that of the Genetic Algorithm (GA). Results show that PFA identifies damage locations and severities more accurately and efficiently, with improved convergence speed and robustness.

 

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Author Biographies

  • Ali Ahmadi, Shomal University, Amol, Iran

    Department of Civil Engineering

  • Kousha Afarin , Politecnico di Milano, Italy

    Department of Architecture and Urban Studies

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Published

19.09.2025

Issue

Section

RESEARCH ARTICLES

How to Cite

Structural Damage Detection in Beam Structures Using the Pathfinder Algorithm. (2025). Artificial Intelligence Research and Applications, 1(3), 115-121. https://doi.org/10.20508/mjaz4n09

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