Abstract Tensile tests and Finite Element (FE) analysis were conducted on the Thread-fixed
One-side Bolts (TOBs) bolted T-stub with arc-shaped flange to steel tube in this paper …

When bolted connections are preferred and concrete-filled steel tubes are chosen as the
columns, blind bolts can be used instead of ordinary structural bolts to eliminate the need for …

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 …

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 …

As the conventional connection configurations of the steel beam to concrete-filled steel
tubular (CFST) column are complex and unfriendly in practice, the application of the blind …

This paper presents a new stiffening method for bolted end-plate beam–column connections
in which steel member assemblies of steel angles and plates are used as stiffeners. An …

The bolted-flange connection is used to connect rectangular HSS columns in prefabricated
multi-story and high-rise steel structures. It may subject to coexisting axial compression …

When using the Thread-anchored One-side Bolts (TOBs) which are a type of one-side bolts
anchored through the tube wall hole threads instead of the nuts, the conventional Concrete …

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 presents a comprehensive experimental and numerical study of the structural
behavior of bolted T-Stub connections when fixed on a rigid base. The acting forces on the T …