Several stress-strain models were used to predict the strengths of steel fiber reinforced
concrete, which are distinctive of the material. However, insufficient research has been done …

The flexural stiffness and flexural capacity of composite member are decisive indexes for the
serviceability limit state and ultimate limit state design. To deepen the understanding of the …

Recycled aggregate concrete (RAC) has the potential to escape the predicament of our
cities being surrounded by construction waste, while its application is limited due to the …

This research investigates the performance of double C-purlin sections used in the concrete-
filled steel tube (CFST) beams system. A recycled-lightweight concrete was used as infill …

The flexural behavior of CFRP-strengthened circular concrete filled steel tubular (CFRP-C-
CFST) members was investigated experimentally and theoretically. A total of nine …

A substantial number of experimental studies have reported on the flexural performance of
concrete-filled steel tube (CFST) beams. Due to the problem complexity, theoretically …

The flexural strength of Slender steel tube sections is known to achieve significant
improvements upon being filled with concrete material; however, this section is more likely to …

The outward steel tube buckling failure of concrete-filled steel tube (CFST) beams is still
considered to be a serious concern due to the typical bending loads. This research conducts …

In this study, the flexural performance of a new composite beam–slab system filled with
concrete material was investigated, where this system was mainly prepared from lightweight …

This paper presents an experimental research on the composite concrete-filled steel tube
roof (C-CFST-R) structure, which is proposed as a new type of tubular-roof structure. The …