Title of article :
The effect of buckling and post-buckling behavior of laminated composite plates with rotationally restrained and Pasternak foundation on stacking sequence optimization
Author/Authors :
Farahani, S Department of Civil Engineering - Razi University - Kermanshah, Iran , Fathi, M Department of Civil Engineering - Razi University - Kermanshah, Iran , Nazarimofrad, E Department of Civil Engineering - Bu Ali Sina University - Hamedan, Iran
Pages :
17
From page :
2053
To page :
2069
Abstract :
This paper applies stacking sequence optimization for maximizing the buckling load of rotationally restrained laminated composite rectangular plates with different boundary conditions resting on an elastic Pasternak foundation subjected to uniaxial and biaxial in-plane static loads. The Mindlin Plate Theory (MPT), which considers the firstorder shear deformation effect, was used to extract the characteristic equations of the plates under in-plane loading, including plate-foundation interaction. The buckling problem of laminated plates was analyzed by the Rayleigh-Ritz method. The aim of optimization was to maximize the buckling load and post-buckling load capacities using Genetic Algorithm (GA) method, and the design variable was the ply orientation. The results showed that the optimal orientation, o, of the laminated square plate under biaxial in-plane loading in various conditions was 45O, approximately. The existence of a foundation, clamped boundary conditions, and high aspect ratio led to increase in the optimal orientation.
Keywords :
Stacking sequence optimization , Buckling and postbuckling behavior , Rotationally restrained laminated composite plates , Pasternak foundation , Mindlin plate theory
Journal title :
Scientia Iranica(Transactions A: Civil Engineering)
Serial Year :
2021
Record number :
2682501
Link To Document :
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