BOLTED JOINTS IN STRUCTURAL STEELWORK: COMBINED IN-PLANE SHEAR AND MOMENT FOR HSFG BOLTS.

被引：0
|
作者：
Gurtuna, A.G. [1 ]
Burdekin, F.M. [1 ]
机构：
[1] UMIST, Engl, UMIST, Engl
来源：
Metal construction | 1988年 / 20卷 / 03期
关键词：
MATHEMATICAL TECHNIQUES - Finite Element Method - STEEL STRUCTURES - Connections - STRUCTURAL DESIGN - Anchorages;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
This is the first of a planned series of research papers reporting work carried out at the University of Manchester Institute of Science and Technology on connections in structural steelwork. The UMIST programme has covered friction grip bolted connections, welded joints and hybrid connections, and in this paper the authors examine behaviour of high strength friction grip (HSFG) bolted connections subject to in-plane shear and moment.
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页码：140 / 145
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