Abstract
Extended Hollo-Bolts (EHBs) are blind bolts that have an extended bolt shank ending in an anchor nut. When used with concrete-filled tubes, the extension and the anchor in the concrete serve to enhance significantly the performance of both connection components: bolts in tension and tube face in bending. The enhancements are a result of confining the concrete, preventing local buckling of the steel tube and allowing the blind bolt to achieve a tensile strength equal to that of standard bolt+nut fasteners. Overall, the use of the EHB results in a moment-resisting bolted connection to hollow sections which can achieve rigid behaviour under certain configurations. This paper summarizes research work done to date on such connections at the University of Nottingham. This includes experimental, numerical and analytical modelling. The aim of the work is to provide a fundamental understanding of the behaviour of anchored blind bolt connections to concrete-filled columns, leading to the specification of appropriate design rules that allow the use of such bolted moment-resisting connections in practice. The work has proposed analytical models for: connection stiffness, column face-bending strength considering both single and group behaviour of bolt rows, anchored bolts in tension and anchored bolts under combined tension and shear.
Original language | English |
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Pages (from-to) | 51-58 |
Number of pages | 8 |
Journal | Steel Construction |
Volume | 15 |
Issue number | S1 |
DOIs | |
Publication status | Published - 16 May 2022 |
Bibliographical note
Publisher Copyright:© 2022 The Authors. Published by Ernst & Sohn GmbH.
Keywords
- blind bolt
- composite connections
- Composite construction
- concrete-filled steel tubes
- Extended Hollo-Bolt
- Fasteners
- Steel buildings
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials
- Metals and Alloys