2021
DOI: 10.1016/j.istruc.2020.11.017
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A new approach for crack detection in plate structures using an integrated extended finite element and enhanced vibrating particles system optimization methods

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Cited by 16 publications
(6 citation statements)
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“…The Enhanced Vibrating Particle System (EVPS) algorithm is a version of the vibrating particle system algorithm (VPS) proposed to improve the performance of VPS algorithm 36 and has been used in several studies in the field of optimization. [37][38][39] VPS algorithm is based on the equations and concepts of free vibration of a single degree of freedom systems with viscous damping. 40 EVPS algorithm stores NB of the best general positions in memory.…”
Section: Enhanced Vibrating Particle System (Evps) Algorithmmentioning
confidence: 99%
“…The Enhanced Vibrating Particle System (EVPS) algorithm is a version of the vibrating particle system algorithm (VPS) proposed to improve the performance of VPS algorithm 36 and has been used in several studies in the field of optimization. [37][38][39] VPS algorithm is based on the equations and concepts of free vibration of a single degree of freedom systems with viscous damping. 40 EVPS algorithm stores NB of the best general positions in memory.…”
Section: Enhanced Vibrating Particle System (Evps) Algorithmmentioning
confidence: 99%
“…Mishra et al [36] compared the performance of 10 optimization algorithms in vibrational response in large scale unique trusses. And several new optimization algorithms were used to solve the damage identification problems [37][38][39][40][41][42]. presented an approach for damage identification based on improved ANN and damage indicator.…”
Section: Introductionmentioning
confidence: 99%
“…Fallah et al [ 44 ] applied the crow search algorithm (CSA) for damage severity assessment of large-scale truss structures. Fathi et al [ 45 ] carried out crack detection in plate structures by the extended finite element method and an enhanced vibrating particles system (EVPS). Du et al [ 46 ] adopted the Jaya algorithm to deal with the damage detection problem of truss and frame structures.…”
Section: Introductionmentioning
confidence: 99%