The present paper reports an experimental and numerical investigation on the behavior of
concrete-filled cold-formed steel elliptical stub columns. The test program was performed on …

This paper presents a test campaign concerning the behavior of concrete-filled cold-formed
steel built-up section stub columns. The test program consisted of five types of cold-formed …

The Q1100 ultra-high strength steel (UHSS) has broad application prospects in bridges and
super high-rise buildings due to its ultra-high strength properties. However, no research has …

This paper aims to study the structural performance and design of cold-formed steel elliptical
hollow sections under combined compression and minor axis bending. An accurate finite …

This paper presents the experimental and numerical investigations into the structural
performance and strengths of G550 high strength cold-formed steel (CFS) lipped channel …

Tubular steel members with slender cross-sections in compression are prone to local
buckling. Different approaches, such as infilling concrete, installation of internal stiffeners …

A comprehensive experimental and numerical study of the cross-sectional compressive
behaviour and resistances of press-braked S960 ultra-high strength steel (UHSS) angle and …

The construction field has a widespread usage of cold-formed steel tubular members in
various types of structures. In recent decades, extensive research studies have been carried …

This study conducted an experiment on corner stainless-clad bimetallic steel (SBS)
specimens to clarify the coupling effects of the cold-forming process and fire exposure on the …

Local buckling behaviour of welded high strength steel (HSS) I-sections subjected to
bending is crucial for structural designs, and has been found to be affected by the interactive …