Effects of transverse reinforcement on composite beams with precast hollow core slabs

被引：0
|
作者：
Lam, D [1 ]
Nip, TF [1 ]
机构：
[1] Univ Leeds, Sch Civil Engn, Leeds LS2 9JT, W Yorkshire, England
来源：
ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS | 2002年
关键词：
composite; transverse reinforcement; shear studs; precast; hollow core slab; steel; structural design;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
in composite steel beams with precast hollow core slabs, the amount of transverse reinforcement can have a significant effect on the shear and slip capacity of the mechanical shear connectors. The issue of connector ductility becomes especially important when partial shear connection is adopted, as premature failure of the shear connectors would lead to sudden failure of the composite beam. This paper presents its finding on the effect of transverse reinforcement on connector ductility and design equations are proposed.
引用
收藏
页码：503 / 510
页数：8
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