TRIPPING OF THIN-WALLED PLATING STIFFENERS IN AXIAL-COMPRESSION

被引：11

作者：

DANIELSON, DA

KIHL, DP

HODGES, DH

机构：

[1] Mathematics Department-Code 53Dd, Naval Postgraduate School, Monterey

[2] Ship Structures and Protection Department, David Taylor Research Center, Bethesda

[3] School of Aerospace Engineering, Georgia Institute of Technology, Atlanta

来源：

THIN-WALLED STRUCTURES | 1990年 / 10卷 / 02期

关键词：

D O I：

10.1016/0263-8231(90)90059-8

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The subject of this paper is the buckling behavior of thin-walled beams with an enforced axis of rotation subjected to longitudinal compressive loadings. The stiffeners are mathematically modeled by a refined nonlinear beam theory recently derived. An analytical solution is obtained to the beam buckling equations. This solution is expressed in terms of a simple formula which yields the tripping loads of T, angle, I, Z, and other open cross-sections. These predictions are shown to agree with those of other authors and with a finite element code. © 1990.

引用

页码：121 / 142

页数：22

共 24 条

[21]

Southwell, On the analysis of experimental observations in problems of elastic stability, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 135, (1932)

[22]

Roorda, Some thoughts on the Southwell plot, Proceedings of the American Society of Civil Engineers, pp. 37-48, (1967)

[23]

Kihl, Investigation into the Structural Stability of HSLA-80 Welded Components, David Taylor Research Center Report SSPD-88-173-8, (1987)

[24]

Tall, Structural Steel Design, (1974)

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