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Combined influence of porosity and elastic foundation parameters on the bending behavior of advanced sandwich structures

Steel & Composite structures : an international journal, v.46 no.1, 2023년, pp.1 - 13  

Malek Hadji (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ,  Abdelhakim Bouhadra (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ,  Belgacem Mamen (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ,  Abderahmane Menasria (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ,  Abdelmoumen Anis Bousahla (Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals) ,  Fouad Bourada (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ,  Mohamed Bourada (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ,  Kouider Halim Benrahou (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology) ,  Abdelouahed Tounsi (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology)

Abstract AI-Helper 아이콘AI-Helper

Elastic bending of imperfect functionally graded sandwich plates (FGSPs) laying on the Winkler-Pasternak foundation and subjected to sinusoidal loads is analyzed. The analyses have been established using the quasi-3D sinusoidal shear deformation model. In this theory, the number of unknowns is conde...

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