Geomechanics and Engineering

Volume 22, Number 2, 2020, pages 119-132

DOI: 10.12989/gae.2020.22.2.119

A new innovative 3-unknowns HSDT for buckling and free vibration of exponentially graded sandwich plates resting on elastic foundations under various boundary conditions

Mohamed Rabhi , Kouider Halim Benrahou , Abdelhakim Kaci , Mohammed Sid Ahmed Houari , Fouad Bourada , Abdelmoumen Anis Bousahla , Abdeldjebbar Tounsi , E.A. Adda Bedia , S.R. Mahmoud , Abdelouahed Tounsi

Abstract

In this study a new innovative three unknowns trigonometric shear deformation theory is proposed for the buckling and vibration responses of exponentially graded sandwich plates resting on elastic mediums under various boundary conditions. The key feature of this theoretical formulation is that, in addition to considering shear deformation effect, it has only three unknowns in the displacement field as in the case of the classical plate theory (CPT), contrary to five as in the first shear deformation theory (FSDT) and higher-order shear deformation theory (HSDT). Material characteristics of the sandwich plate faces are considered to vary within the thickness direction via an exponential law distribution as a function of the volume fractions of the constituents. Equations of motion are obtained by employing Hamilton\'s principle. Numerical results for buckling and free vibration analysis of exponentially graded sandwich plates under various boundary conditions are obtained and discussed. Verification studies confirmed that the present three -unknown shear deformation theory is comparable with higher-order shear deformation theories which contain a greater number of unknowns.

Key Words

functionally graded materials; sandwich plates; a 3-unknown theory; various boundary conditions; elastic; foundations; free vibration; buckling loads

Address

PDF Viewer

Preview is limited to the first 3 pages. Sign in to access the full PDF.

Loading…