THE STRUCTURAL BEHAVIOR OF LIQUID-FILLED SPHERICAL VESSELS .1. BACKGROUND AND THEORETICAL PRELIMINARIES

被引：4

作者：

PAVLOVIC, MN

PAPAMAKARIOS, A

机构：

[1] Department of Civil Engineering, Imperial College, London

[2] Ove Arup and Partners, London, W1P 6BQ

来源：

THIN-WALLED STRUCTURES | 1990年 / 10卷 / 03期

关键词：

D O I：

10.1016/0263-8231(90)90063-5

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper is the first of two articles which aim to conduct a comprehensive parametric study for the problem of thin spherical containers filled to capacity with liquid. The investigation places particular emphasis on the effect of the bending disturbances arising at the support location. The latter produces b in-plane and flexural stresses which must be added to those computed in accordance with the membrane hypothesis, i.e. the simplified theory that appears to provide the sole basis of most current design calculations. In the present article, the background to the problem is outlined and the necessary theoretical formulation given. © 1990.

引用

页码：195 / 214

页数：20

共 7 条

[1]

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[2]

Gol'denveizer, Theory of Elastic Thin Shells, (1961)

[3]

Pavlovic, A simple model for thin shell theory — Part 2: Discretized surface, bending theory, and membrane hypothesis, Int. J. Mech. Engg Educn., 13, pp. 199-222, (1985)

[4]

Timoshenko, Woinowsky-Krieger, Theory of Plates and Shells, (1959)

[5]

Flugge, Stresses in Shells, (1973)

[6]

Kraus, Thin Elastic Shells, (1967)

[7]

Pavlovic, Papamakarios, The structural behaviour of liquid-filled spherical vessels. Part 2: Parametric study and examples, Thin-Walled Structures, 10, 4, (1990)

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