The shear behaviour of press-joining in cold-formed steel structures

被引：31

作者：

Davies, R ^{[1
]}

Pedreschi, R ^{[1
]}

Sinha, BP ^{[1
]}

机构：

[1] UNIV EDINBURGH,DEPT CIVIL ENGN,EDINBURGH,MIDLOTHIAN,SCOTLAND

来源：

THIN-WALLED STRUCTURES | 1996年 / 25卷 / 03期

关键词：

D O I：

10.1016/0263-8231(96)00004-3

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper describes a relatively new joining technique for cold-formed steel structures called press-joining. Press-joining is a technique whereby a joint is created from the sheets to be connected, requiring no additional fixing items. A series of shear rest results are given. The effect of UTS, steel thickness and angle of inclination of the join on both strength and deformation characteristics of the press-join are discussed. A theoretical expression based on the results is developed linking all of the influencing factors to the shear strength of the join. Copyright (C) 1996 Elsevier Science Ltd.

引用

页码：153 / 170

页数：18