Investigation of stability behavior of clamped functionally graded cylindrical shells in elastic medium under lateral pressure

In this study, the stability analysis of cylindrical shells made of functionally graded materials (FGMs) in an elastic medium under the external pressure is carried out within the framework of Donnell type shell theory. First, the fundamental relations of FGM cylindrical shells are established. Then, the fundamental equations of FGM cylindrical shells on the Pasternak elastic foundation are derived based on Kirchhoff-Love theory (KLT). The fundamental equations are solved with the Galerkin procedure and analytical expression is obtained for critical lateral external pressure of FGM cylindrical shells on the Pasternak elastic foundation under clamped boundary conditions. Finally, numerical analyses are carried out considering different volume fractions of FGMs, elastic foundation coefficients and geometric characteristics of the shell.

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Publication Details

Journal
UNEC journal of engineering and applied sciences
Published
2025-05-26
DOI
https://doi.org/10.61640/ujeas.2025.0501
Primary Topic
Composite Structure Analysis and Optimization
Type
article
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article

Investigation of stability behavior of clamped functionally graded cylindrical shells in elastic medium under lateral pressure

Hakan Dilmaç, A.H. Sofiyev, K Ertunç
4 links
UNEC journal of engineering and applied sciences
Composite Structure Analysis and Optimization
article

Investigation of stability behavior of clamped functionally graded cylindrical shells in elastic medium under lateral pressure

Hakan Dilmaç, A.H. Sofiyev, K Ertunç
article en

Abstract

In this study, the stability analysis of cylindrical shells made of functionally graded materials (FGMs) in an elastic medium under the external pressure is carried out within the framework of Donnell type shell theory. First, the fundamental relations of FGM cylindrical shells are established. Then, the fundamental equations of FGM cylindrical shells on the Pasternak elastic foundation are derived based on Kirchhoff-Love theory (KLT). The fundamental equations are solved with the Galerkin procedure and analytical expression is obtained for critical lateral external pressure of FGM cylindrical shells on the Pasternak elastic foundation under clamped boundary conditions. Finally, numerical analyses are carried out considering different volume fractions of FGMs, elastic foundation coefficients and geometric characteristics of the shell.

UNEC journal of engineering and applied sciencesVol. 5(1)
Openalex Percentile: Top 87%
Composite Structure Analysis and Optimization
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