THE STRUCTURAL BEHAVIOR OF LIQUID-FILLED SPHERICAL VESSELS .2. PARAMETRIC STUDY AND EXAMPLES

被引：3

作者：

PAVLOVIC, MN

PAPAMAKARIOS, A

机构：

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

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

来源：

THIN-WALLED STRUCTURES | 1990年 / 10卷 / 04期

关键词：

D O I：

10.1016/0263-8231(90)90071-6

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this, the second of two articles devoted to the study of spherical tanks filled to capacity with liquid, the analytical expressions derived earlier are used to conduct a comprehensive parametric investigation of their structural response, espicially as regards the bending disturbances in the region of the vertical supports. The relative importance of these bending effects (both in magnitude and in extent) is illustrated by comparing the total stresses with their membrane counterparts for several typical liquid containers which cover the practical range of radius-to-thickness ratios. © 1990.

引用

页码：329 / 354

页数：26

共 7 条

[1]

Pavlovic, Papamakarios, The structural behaviour of liquid-filled spherical vessels. Part 1: Background and theoretical preliminaries, Thin-Walled Structures, 10, 3, pp. 195-214, (1990)

[2]

Kerisel, Albert Caquot 1881–1976: Créateur et Précurseur, (1978)

[3]

Kollar, Dulacska, Buckling of Shells for Engineers, (1984)

[4]

Flugge, Stresses in Shells, (1973)

[5]

Pavlovic, A simple model for thin shell theory — Part 4: Boundary conditions, singularities and uncoupling of the shell equations, Int. J. Mech. Engg. Educn., 14, pp. 1-11, (1986)

[6]

Haas, Design of Thin Concrete Shells, (1962)

[7]

Bresler, Lin, Scalzi, Design of Steel Structures, (1968)

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