Distortion of thin-walled beams

被引：22

作者：

Rendek, S ^{[1
]}

Baláz, I ^{[1
]}

机构：

[1] Slovak Univ Technol Bratislava, Fac Civil Engn, Dept Met & Timber Struct, SK-81368 Bratislava, Slovakia

来源：

THIN-WALLED STRUCTURES | 2004年 / 42卷 / 02期

关键词：

generalized beam theory; distortion; cold-formed; experiment;

D O I：

10.1016/S0263-8231(03)00059-4

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

First order Generalized Beam Theory (GBT) describes the behaviour of prismatic thin walled structural members by using system of ordinary differential equations. Solution can lead to separation of the load components and then to subsequent combination of the stresses and deformations. Application of GBT to a steel, cold-formed, thin-walled cantilever beam with complex non-symmetrical open cross section is presented. Theoretical values are compared with experimental ones. (C) 2003 Elsevier Ltd. All rights reserved.

引用

页码：255 / 277

页数：23

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