This paper reviews the compressive strength of circular concrete-filled steel tube stub
columns (CFST-SCs). The material compositions for compressive behavior experiments of …

The existing literature concerning the axial performance of concrete-filled double-skin steel
tubular (CFDST) columns has been reviewed in this paper. The models in the literature for …

High-strength concrete (HSC) has higher strength-to-weight ratio and stiffness than normal-
strength concrete (NSC). Therefore, the use of HSC can decrease the construction and …

A novel column consisting of steel, concrete and fiber-reinforced polymer (FRP) is presented
and assessed through experimental study. The sectional form of steel–concrete–FRP …

This paper aims to present the axial behavior of a new composite column through an
experimental and computational investigation. Four distinct configurations of novel CF-CFS …

The steel–concrete composite columns (SCCC) are widely used in the construction sector.
The buckling phenomenon of the steel part (especially thin-walled steel) of the SCCC due to …

This paper is an attempt to investigate the structural behavior of concrete-filled cold-formed
steel stub columns with semi-oval cross sections via experimental and numerical studies …

Concrete-encased CFST is a type of steel-concrete composite construction, and has an
increasing trend in being used in high-rise building and bridge structures in China. This …

An accurate nonlinear finite element model of the push-out specimen has been developed
to investigate the capacity of large stud shear connectors embedded in a solid slab. The …

This paper presents an experimental study to investigate the compressive behavior of
circular concrete filled steel tubes (CFSTs) when subjected to pure axial loading at a low …