Fire is one of the environmental parameters affecting the structure causing element internal
forces to change, as well as reducing the strength of the materials. One of the common types …

In this study, a perfobond-rib shear connector between steel and concrete mixed girder
bridge components is described. Push-out tests were conducted and the results were …

Six L-shaped and twelve T-shaped concrete-filled steel tubular (CFST) stub columns
subjected to axial compression were experimented in this paper. The L-shaped CFST stub …

Many properties of ultra-high performance concrete (UHPC) are superior to those of normal
strength concrete (NSC)-including high strength, toughness, and durability, which makes …

This paper aims at examining the structural behavior of perfobond strip (PBL) connectors for
steel-concrete joint of hybrid girders with ultra-high performance concrete (UHPC) as grout …

This paper presents an experimental study of the structural response of the Perfobond
connector with various geometry configurations. The experimental programme was …

Perfobond strip (PBL) connectors, consisting of a perforated steel plate with steel rebar
passing through the holes and embedded in concrete to transfer the shear action between …

This paper studies the four-point bending response and failure mechanisms of sandwich
panels with corrugated steel faces and either plain or fibre-reinforced foamed concrete core …

This paper presents an experimental study on determining shear resistance of channel
shear connectors in a solid concrete material slab under monotonic loading. The solid …

This paper introduces a test program conducted for steel–concrete composite bridge decks
with perfobond rib shear connectors. The composite deck consists of profiled steel sheeting …