Built-up members are efficient in developing adequate resistance against large load
demands, and their efficiency largely depends on how adequately the built-up sections are …

This paper presents an experimental study on cold-formed steel (CFS) concrete composite
joints, with and without seat angles, to investigate their structural behaviour and determine …

The thin-walled web-perforated CFS members are commonly used in practical engineering
applications to provide convenience for the installation of pipeline facilities and to achieve …

This paper presents an exploratory parametric study on the flexural capacity of an innovative
cold-formed steel (CFS) stacked built-up beam section. The built-up section consists of …

Mono-section members may not fulfil the structural requirements from strength or
serviceability considerations. Built-up members are successful at producing sufficient …

A full understanding of complex structural behaviour can be developed perfectly by using
the combination of experimental and numerical approach. Although the basic method to …

Closed sections are efficient at producing adequate resistance to high load demands, and
their effectiveness is primarily determined by the robustness of the built-up sections' …

This research intends to investigate behaviour of composite cold-formed steel joint
numerically through finite element analysis by using ABAQUS and theoretically by referring …

This paper presents the initial results and findings from the experimental and numerical
study of recently developed CFS stacked built‐up beams. The specimens are constructed by …

Ref. code: 25595822041918DJU iii that the capacity of the beam got higher when thickness
of the section was increased and the connection spacing reduced. From the experimental …