Structural Engineering and Mechanics

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An original single variable shear deformation theory for buckling analysis of thick isotropic plates

  • Klouche, Faiza (Departement de Genie Civil and Travaux Publics,Universite Djillali Liabes, Faculte de Technologie) ;
  • Darcherif, Lamia (Departement de Genie Civil and Travaux Publics,Universite Djillali Liabes, Faculte de Technologie) ;
  • Sekkal, Mohamed (Civil Engineering Department, Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ;
  • Tounsi, Abdelouahed (Civil Engineering Department, Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ;
  • Mahmoud, S.R. (Department of Mathematics, Faculty of Science, King Abdulaziz University)
  • Received : 2017.01.04
  • Accepted : 2017.04.27
  • Published : 2017.08.25
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Abstract

This work proposes an original single variable shear deformation theory to study the buckling analysis of thick isotropic plates subjected to uniaxial and biaxial in-plane loads. This theory is built upon the classical plate theory (CPT) including the exponential function in terms of thickness coordinate to represent shear deformation effect and it involves only one governing differential equation. Efficacy of the present theory is confirmed through illustrative numerical examples. The obtained results are compared with those of other higher-order shear deformation plate theory results.

Keywords

References

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