Nonlinear Static Analysis of Spherical Shells with Variable Thickness under Hydrostatic Pressure

Main Article Content

Komkorn Chaidachatorn
Weeraphan Jiammeepreecha
Hathaikan Nandun

Abstract

This paper presents a nonlinear static analysis of spherical shells with variable thickness under hydrostatic pressure. The shell geometry with variable thickness along the meridian coordinate can be defined using differential geometry. The energy functional is formulated in terms of shell displacements based on the principle of virtual work. Nonlinear numerical results can be obtained by finite element method and direct iterative procedure. The results indicate that the spherical shells with variable thickness exhibit reduced tangential and normal displacements near the support condition when compared to those with constant thickness. However, the membrane forces and bending moments along the meridian and circumferential coordinates show only minor differences. Consequently, the present results are applicable to the design of spherical shells with variable thickness. Moreover, the maximum circumferential membrane force is occurred in the range of 070o, and then decreases rapidly. The maximum meridian and circumferential bending moments are occurred in the range of 60o90o, and the maximum bending moments is occurred at the support.

Article Details

How to Cite
Chaidachatorn, K., Jiammeepreecha, W., & Nandun, H. (2026). Nonlinear Static Analysis of Spherical Shells with Variable Thickness under Hydrostatic Pressure. Rattanakosin Journal of Science and Technology, 8(1), 65–87. retrieved from https://ph02.tci-thaijo.org/index.php/RJST/article/view/259091
Section
Research Articles

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