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Model updating of plate composite structure using particle swarm optimization algorithm

Author(s): (Civil Engineering Department ISISE, University of Minho 4800‐058 Guimarães Portugal)
(Hydraulics, Water Resources and Environmental Division, Department of Civil Engineering Faculty of Engineering of the University of Porto 4200‐465 Porto Portugal)
(Hydraulics, Water Resources and Environmental Division, Department of Civil Engineering Faculty of Engineering of the University of Porto 4200‐465 Porto Portugal)
(Civil Engineering Department ISISE, University of Minho 4800‐058 Guimarães Portugal)
(Civil Engineering Department ISISE, University of Minho 4800‐058 Guimarães Portugal)
(University of Transport and Communications Hanoi Vietnam)
(Civil Engineering Department ISISE, University of Minho 4800‐058 Guimarães Portugal)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 5, v. 6
Page(s): 1258-1265
DOI: 10.1002/cepa.2117
Abstract:

The Finite Element Method (FEM) is a widely applied method for design calculations in many industries, including civil engineering, textile technology and aerospace. Computational simulation is subject to many uncertain parameters that greatly affect the results of structural analysis and evaluation. This is especially true for structures made of composite materials and complex structures. Determining the exact computational parameters is difficult because the structure involves many materials and components. Not to mention that for some structures, removing some additional components also affects the calculation results. Therefore, the present research aims to propose a simple and straightforward calculation method that ensures the accuracy of the finite element model based on swarm intelligence, namely the Particle Swarm Optimization (PSO) algorithm. The results reveal a good compromise between the laboratory results and the computational simulations for the model scale studied. In this way, an accurate and reliable model can be produced that can be applied to structural health monitoring, design optimization, or reliability analysis.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/cepa.2117.
  • About this
    data sheet
  • Reference-ID
    10767277
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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