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Samir Khatir Soete Laboratory, Faculty of Engineering and Architecture, Ghent University, Technologiepark Zwijnaarde 903, B-9052, Zwijnaarde, Belgium Magd Abdel Wahab Soete Laboratory, Faculty of Engineering and Architecture, Ghent University, Technologiepark Zwijnaarde 903, B-9052, Zwijnaarde, Belgium Samir Tiachacht Laboratory of Mechanics, Structure and Energetics (LMSE), Mouloud Mammeri University of Tizi-Ouzou, B.P.N°17 RP, 15000, Algeria Cuong Le Thanh Ho Chi Minh City Open University, Ho Chi Minh City, Viet Nam Roberto Capozucca Università Politecnica delle Marche, Ancona, Italy Erica Magagnini Università Politecnica delle Marche, Ancona, Italy Brahim Benaissa a:1:{s:5:"en_US";s:30:"Toyota technological institute";}

Abstract

Metaheuristic algorithms have known vast development in recent years. And their applicability in engineering projects is constantly growing; however, their deferent exploration and exploitation techniques cause the engineering problems to favor some algorithms over others. This paper studies damage identification in steel plates using Frequency Response Function (FRF) damage indicator to detect and localize the healthy and damaged structure. The study is formulated as an inverse analysis, investigating the performance of three new metaheuristic algorithms of Wild Horse Optimizer (WHO), Harris Hawks Optimization (HHO), and Arithmetic Optimization Algorithm (AOA).  The objective function is based on measured and calculated FRF damage indicators. The results showed that the case of four damages with different damage severity levels presented a good challenge where the HWO algorithm was shown to have the best performance.  Both in convergence speed and CPU time.

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Section
SI: Steels and Composites for Engineering Structures

How to Cite

Damage identification in steel plate using FRF and inverse analysis. (2021). Fracture and Structural Integrity, 15(58), 416-433. https://doi.org/10.3221/IGF-ESIS.58.30

How to Cite

Damage identification in steel plate using FRF and inverse analysis. (2021). Fracture and Structural Integrity, 15(58), 416-433. https://doi.org/10.3221/IGF-ESIS.58.30

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