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原文传递 Performance of T-Stub to CFT Joints Using Blind Bolts with Headed Anchors
题名: Performance of T-Stub to CFT Joints Using Blind Bolts with Headed Anchors
其他题名: Barnett,T.(2001)."The behaviour of a blind bolt for moment resisting connections in hollow steel sections."Ph.D.thesis,Univ.of Nottingham,Nottingham,U.K.
正文语种: 英文
作者: Walid Tizani
关键词: Blind bolt;Headed anchorage;T-stub;Concrete-filled tube;Moment connections;Metal and composite structures
摘要: This paper assesses the performance of a newly developed blind bolt, intended for use in constructing bolted moment-resisting connections to concrete-filled tubular steel profiles. A total of ten connection tests are reported, with each configuration having been subjected to a predominantly tensile force in a representation of the tension region of a typical moment connection. The test variables included type of fastener, addition of concrete to the tube, strength of the concrete, spacing among bolts, and bolt class. On the basis of deformability response, the benefits of filling the tubular member with concrete are highlighted. The favorable performance that results from using a relatively, high-grade concrete infill is also highlighted. The addition of a concrete infill to the tube stiffens and strengthens the otherwise relatively flexible tube walls, enhancing overall connection behavior in terms of stiffness, strength, and ductility. The performance of connections to concrete-filled tubular steel profiles using blind bolts with headed anchors is shown to be suitable for moment-resisting construction.
出版年: 2015
论文唯一标识: P-26Y2015V141N10013
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001169
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 10
页码: 135-145
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