Application of the FOSDT to the solution of buckling problem of FGM sandwich conical shells under hydrostatic pressure. (1st July 2018)

• Record Type: Journal Article
• Authors: Sofiyev, A.H.
• Is Part Of: Composites. Number 144(2018)
• Page Start: 88
• Page End: 98
• Publication Date: 2018-07-01
• Subjects: Layered structures -- Stability -- Analytical modeling -- Numerical analysis; Composite materials -- Periodicals; Materials science -- Periodicals; Composite materials; Periodicals; Electronic journals; 620.118
• DOI: 10.1016/j.compositesb.2018.01.025
• Languages: English
• ISSNs: 1359-8368

Abstract

Abstract: In this study, the buckling problem of functionally graded materials (FGMs) sandwich truncated conical shells (STCSs) under hydrostatic pressure was solved using the modified form of first-order shear deformation theory (FOSDT). The FGM properties of the constituents are graded in the thickness direction in accordance with a power-law distribution. The basis equations of FGM sandwich truncated conical shells (FGMSTCSs) are derived from the Donnell kinematics assumptions. Using the Galerkin method to the partial differential governing equations, the formula for the dimensionless hydrostatic buckling pressure (DHBP) in the framework of the FOSDT is obtained to demonstrate the buckling response of FGMSTCSs. A numerical analysis is performed for various types and geometry of FGMSTCSs under FOSDT and the classical shell theory (CST). Highlights: Stability of FG sandwich conical shells under hydrostatic pressure is studied within FOSDT. Donnell's shell theory is used to derive the stability and compatibility equations. Expression for critical hydrostatic pressure of FG sandwich cones is found within FOSDT. A numerical analysis is performed for various types of FG sandwich conical shells.