文章基本信息

标题：An Experimental Study on Effect of Diameter of Rebar on Exterior Beam Column Joint
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作者：Rekha S Patel ; Nambiyanna B ; Dr.R.Prabhakara 等
期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2015
卷号：4
期号：7
页码：5984
DOI：10.15680/IJIRSET.2015.0407095
出版社：S&S Publications
摘要：In reinforced concrete frames the structural elements like beams, columns and slabs play an importantrole for the overall integrity of structure. Beam column joints transfer the forces & moments effectively to the adjoiningmembers ensuring continuity of structures. The integrity of structure is not affected when static loads acts, but whencyclic loads are encountered, the efficiency of beam column joint is reduced. In the present experimental study anattempt has been made to study the performance of exterior beam column joint by varying the diameter of reinforcingbars, and providing closed spaced stirrups under static load. Various aspects such as ultimate load carrying capacity,deflection, ductility & crack patterns have been studied. In the conclusions it was observed that the bar diameter andspacing of stirrups influence the cracking and ultimate load of beam column joint.
关键词：Exterior joint; Static load; Crack pattern; Ductility; Diameter of rebar