The composite steel reinforced concrete (SRC) columns with the form of partial or full
encasement of the steel section in the reinforced concrete (RC) have attracted pervasive …

Push-out tests were conducted to investigate the different behavior between single-stud and
multi-stud connectors. The results show that the single-stud and multi-stud connectors have …

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 …

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 …

Recently due to the increase in the construction of the steel–concrete composite structures,
researches on shear connector which is capable of composite behavior of two members …

Combining ultra-high-performance concrete (UHPC) and perfobond strip connectors (PBLs)
to strengthen deteriorated steel columns has become a competitive repair method, but the …

This study numerically investigated the shear behavior of novel composite shear connectors,
which consisted of grouped head studs embedded in high-strength concrete-filled (HSC …

The stiffness of headed stud is sometimes so large that it causes non-uniform distribution of
shear forces at interface between steel and concrete members in composite structures. To …

This study focuses on evaluating flexural behavior of preloaded reinforced concrete beams
(RC) strengthened with pre-tensioned (prestressed) carbon fiber reinforced polymer (CFRP) …