Self-drilling screw joints for cold-formed channel portal frames

被引:39
|
作者
Mills, J
LaBoube, R
机构
[1] Univ S Australia, Head Sch Geosci Minerals & Civil Engn, Mawson Lakes, SA 5095, Australia
[2] Univ Missouri, Rolla, MO 65409 USA
关键词
Australia; Cold-formed steel; Connections; Joints; Steel frames; Steel structures;
D O I
10.1061/(ASCE)0733-9445(2004)130:11(1799)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cold-formed C channel sections have been used in portal frame construction for agricultural and light industrial sheds for many years in Australia. The knee joint designs have been copied from hot-rolled portal frames, regardless of the fact that many designers believe this is not realistic. Earlier testing conducted at the Univ. of South Australia demonstrated that these concerns were justified and that the joint designs widely used in practice do not match the moment capacity of the sections and fail prematurely. An alternative joint design has been developed using self-drilling screws. The joint demonstrates excellent moment capacity and rigidity, and is simple to design. A similar joint has also been examined for the ridge connections, which are at a lower angle than the knee joints. This paper describes the development and testing of the self-drilling screw joints, as well as summarizing testing of the conventional joints.
引用
收藏
页码:1799 / 1806
页数:8
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