Journal ArticleDOI
Axisymmetric deformation of varying thickness cylindrical shell with various end conditions
B.S.K. Sundarasivarao,N. Ganesan +1 more
TLDR
In this paper, a varying thickness cylindrical shell subjected to axisymmetric deformation is analyzed by the finite element displacement method, and numerical results are presented in the form of graphs for clamped-clamped, clamped free, and simply supported-simply supported end conditions.About:
This article is published in Computers & Structures.The article was published on 1991-01-01. It has received 2 citations till now. The article focuses on the topics: Shell (structure) & Deformation (meteorology).read more
Citations
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Journal ArticleDOI
Shape optimization for a hyperelastic axisymmetric structure
TL;DR: In this paper, a shape optimization for hyperelastic axisymmetric structure with an exact sensitivity method is described, which is carried out by integrating a closed geometric shape in the real space R2 with boundaries defined by B-splines curves.
Journal ArticleDOI
Finite and boundary element analyses of shells— A bibliography (1990–1992)
TL;DR: This bibliography contains references to published papers, conference proceedings and theses/dissertations dealing with finite element and boundary element analysis of shells that were published in 1990–1992.
References
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Book
Theory of plates and shells
TL;DR: In this article, the authors describe the bending of long RECTANGULAR PLATES to a cycloidal surface, and the resulting deformation of shels without bending the plates.
The Finite Element Method in Structural and Continuum Mechanics
O. C. Zienkiewicz,Y.K. Cheung +1 more
TL;DR: In this paper, a mathematical reference record was created on 2004-09-07, modified on 2016-08-08, and used for modelisation of mathematical reference records for the Mathematique Reference Record.
Journal ArticleDOI
A numerical approach to the analysis of circular cylindrical water tanks
TL;DR: In this paper, a novel numerical approach to the solution of differential equations governing the deformation of a circular cylindrical water tank whose axis is vertical is presented, which is a combination of the Runge-Kutta numerical method of solution of ordinary differential equations and of numerical optimization methods.
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