The utilization of cold-formed steel (CFS) sections in construction has become widespread
due to their favorable attributes, including their lightweight properties, high strength …

This research investigates buckling in stiffened cylindrical structures. A novel approach
using one-dimensional finite element refined beam elements is proposed to bridge the gap …

This paper reports a total of 101 experimental results on the axial behaviour of CFS columns
having a swaged section at the end or in the middle of channels under a fixed-fixed …

Assembling two or more channel sections is a common method to enhance the load-bearing
capacities of thin-walled compression members in light gauge steel structures. However …

This study develops a novel analytical method to evaluate if box sections, with unequal wall
thicknesses under bending, will undergo local buckling prior to reaching their yield strength …

Combining two or more cold-formed steel (CFS) sections via fasteners to make built-up
columns (BCs) is an innovative way to increase the loading capacity of CFS structural …

This paper presents an experimental and numerical investigation of the buckling behaviour
of cold-formed steel (CFS) sigma beams subjected to pallet loads. Tests were performed …

This paper investigates a novel built-up box section constructed from single cold-formed
steel (CFS) C-and U-sections, which are connected using self-drilling screws along their …

This study aims to investigate the buckling behavior, assembly effects, and ultimate capacity
of cold-formed steel columns. The research encompasses five distinct types of cross …

The structural performance of cold-formed steel (CFS) built-up sections under fire is
significant in structural engineering. This study presents an efficient and reliable machine …