Deformation of varying thickness composite cylindrical shell subjected to fluid loading with various end conditions
TL;DR: In this paper, a horizontal orthotropic multi-layered cylindrical vessel subjected to fluid loading is analyzed by finite element displacement method, where the end conditions considered are simply supported-simply supported (SS), clamped-clamped (CC) and clamped free (CF).
About: This article is published in Computers & Structures.The article was published on 1991-01-01. It has received 3 citations till now. The article focuses on the topics: Shell (structure).
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TL;DR: In this article, a higher-order finite element based on thick shell theory is used for the analysis of orthotropic cylindrical shells with discontinuity in thickness and subjected to asymmetric loading.
3 citations
TL;DR: In this paper, the effects of discontinuity in thickness on the stresses and deformations of cylindrical shells under axisymmetric loading have been analyzed, and the results are presented in the form of tables and graphs.
2 citations
TL;DR: In this article, a higher order finite element based on the thick shell theory is used for the analysis of orthotropic cylindrical shells with discontinuity in the thickness and subjected to axisymmetric loading.
2 citations
References
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01 Jan 1959
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.
Abstract: CONTENTS: BENDING OF LONG RECTANGULAR PLATES TO A CYLINDRICAL SURFACE PURE BENDING OF PLATES SYMMETRICAL BENDING OF CIRCULAR PLATES SMALL DEFLECTIONS OF LATERALLY LOADED PLATES SIMPLY SUPPORTED RECTANGULAR PLATES RECTANGULAR PLATES WITH VARIOUS EDGE CONDITIONS CONTINUOUS RECTANGULAR PLATES PLATES ON ELASTIC FOUNDATION PLATES OF VARIOUS SHAPES SPECIAL AND APPROXIMATE METHODS IN THEORY OF PLATES BENDING OF ANISTROPIC PLATES BENDING OF PLATES UNDER THE COMBINED ACTION OF LATERAL LOADS AND FORCES IN THE MIDDLE PLANE OF THE PLATE LARGE DEFLECTIONS OF PLATES DEFORMATION OF SHELLS WITHOUT BENDING GENERAL THEORY OF CYLINDRICAL SHELLS SHELLS HAVING THE FORM OF A SURFACE OF REVOLUTION AND LOADED SYMMETRICALLY WITH RESPECT TO THEIR AXIS.
10,200 citations
01 Jan 1967
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.
Abstract: Keywords: Modelisation ; Mathematique Reference Record created on 2004-09-07, modified on 2016-08-08
851 citations
TL;DR: In this paper, the strength of anisotropic composite materials subjected to any state of combined stress, predicted from basic strength characteristics of unidirectional layer, is estimated from the basic strength of composite materials.
Abstract: Strength of anisotropic composite materials subjected to any state of combined stress, predicted from basic strength characteristics of unidirectional layer
503 citations
18 citations
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.
9 citations