Tests using a new blind bolt in an arrangement designed to represent the tensile region of a
moment transmitting endplate connection between a hollow section column and an open …

This paper presents the results of an experimental study that has investigated the strength
and stiffness of a moment-resisting connection between a universal steel beam and a …

A series of tests including 30 specimens were conducted to study the tensile performance of
Thread-anchored One-side Bolted (TOB) Square Hollow Section (SHS) column connections …

A parametric finite element analysis study was carried out on slotted rectangular and square
hollow structural section (HSS) tension connections without welding at the end of the gusset …

The use of hollow section columns in steel construction is presently hindered by the lack of
adequate connection technologies. Due to access constraints, standard bolting techniques …

Moment resisting connections are widely used nowadays in different applications. The use
of circular hollow sections (CHS) has increased due to its aesthetic appearance and good …

This article presents a theoretical and numerical study of bolted sleeve connections with
rectangular hollow sections (RHS) under axial tension and compression. The geometric …

Typical extended end-plate connections used in moment resisting steel frames with Hollow
Structural Section (HSS) columns will generally exhibit a certain degree cf flexibility. The …