This paper evaluates the yield and ultimate strengths of a blind bolted endplate to square
tubular column connection in joint tensile region. It outlines a research work of eleven …

This paper investigated behaviour of two blind bolted extended endplate connections using
Hollo-Bolts to square hollow section (SHS) column in full-scale beam-joint-beam assemblies …

This paper examines the behaviour of open beam-to-tubular column bolted connections with
angles subjected to direct tension and compression. Experimental and numerical studies as …

This paper deals with the experimental behaviour of blind-bolted angle connections
between open beams and tubular columns. A number of connection configurations with …

This paper deals with the prediction of the monotonic and cyclic response of blind-bolted
angle connections between tubular columns and open beams. Firstly, the experimental …

Because of the difficulty of accessing the interior of structural hollow sections, emerging
technology using blind bolts has been recently developed for fabricating connections to …

This paper presents the results of an experimental programme for a new blind bolted
connection to unfilled hollow section (HS) columns under static loading. In this connection …

Extended HolloBolt (EHB) is a practical anchored blind bolting system for concrete-filled
steel sections. One of the failure modes of EHB connections is the bending of the column …

Achieving a strong and stiff bolted connection with concrete filled steel tube (CFST) has
been a challenge to structural engineers, and therefore to enhance the connection …

This paper presents the results of an experimental and analytical study into a new bolted
moment connection between unfilled hollow section columns and open section beams …