Static behaviour of a steel-concrete composite beam with an innovative horizontal connection

被引：22
|
作者：
Jurkiewiez, B
Hottier, JM
机构：
[1] Univ Robert Schuman, Dept Genie Civil, F-67400 Illkirch Graffenstaden, France
[2] Inst Natl Sci Appl, Dept Genie Civil, F-67000 Strasbourg, France
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2005年 / 61卷 / 09期
关键词：
composite beam; horizontal connection; push-out and bending tests; static behaviour;
D O I：
10.1016/j.jcsr.2005.01.008
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A new connection device, based on horizontal shear connectors and avoiding welding, has been studied through a steel-concrete composite beam subjected to a static bending test. Experimental results show a behaviour similar to steel-concrete composite beams with classical connectors: elastic and yield domains, great ductility, flexural failure mode (plastic hinge), low relative movements at steel-concrete interface. Consequently, this study allows to validate the proposed connection device under static loading and shows that it suits structural modern codes requirements. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码：1286 / 1300
页数：15
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