Abstract Development of blind bolting systems offers an alternative solution of jointing steel
beams to concrete-filled steel tubular (CFST) columns that only allow one-side access. This …

This article provides an in-depth review on the understanding of load transfer mechanism in
concrete-filled steel tubular (CFST) columns, with emphasis on tube-concrete interface …

In this paper, the structural response and design method of Extended T-head Square-neck
One-side Bolts (Extended TSOBs) bolted I-beams to Concrete Filled Steel Tubular (CFST) …

This paper investigated the tensile pull-out responses of an innovative one-sided bolt in the
application of the concrete-filled tubular (CFT) connection. The one-sided bolt allows a …

Developing demountable structures that enable the replacement of damaged components
and the reuse of intact parts in their extended service-life is an effective approach to …

Totally four T-head square-neck one-side bolted connections (TSOBCs) for H-beam to
hollow section steel column (HSSC) and a standard double-sides bolted connection (SDBC) …

Adequate initial bolt preload is necessary to ensure the strength and stiffness of bolted
connections. In this study, an experimental torque control method was used to determine the …

The performance of concrete-filled steel tubular (CFST) column joints with a group of
extended hollo-bolts has been experimentally investigated under the influence of shear …

Abstract Steel Hollow Sections (SHS) offer many structural, economical and architectural
advantages in multi-storey and high-rise construction. However, their use is not suitable for a …

This paper presents an experimental programme of single anchored blind-bolted concrete
filled square steel tube connections under tension to understand the joint behaviour, with …