Systematic investigations on the patch loading resistance of plate girders with different
Q460, Q550, Q690, and Q960 high-strength steels (HSSs) were numerically performed with …

This numerical study presents a Finite Element Modeling (FEM) for Closed Curved Beams
(CCBs). This study aimed to capture the effect of Stainless-Steel Layers (SSLs) and …

This article presents the first experimental study reported on the flexural behaviour of cold-
formed ferritic stainless steel (CFFSS) closed-section built-up beams. Each closed-section …

The flexural behaviour of cold-formed ferritic stainless steel (CFFSS) closed built-up beam
composed of lipped channel sections orientated face to face was examined numerically …

The paper presents a set of Direct Strength Method (DSM) formulae for cold-formed
stainless steel I-section beams. On basis of a carefully calibrated FE model for stainless …

Hybrid steel plate girders are used worldwide as primary structural members in steel and
composite bridges, when there is a need for deeper sections with greater stiffness and …

This paper presents an experimental and numerical studies on the effect of double
perforations on Duplex stainless steel (DSS) circular hollow stub column. Numerical models …

The current study investigates the flexural performance and design of hybrid cold-formed
steel built-up I-section beams, which are increasingly popular in the construction industry …

This article presents a study of the behavior of hybrid steel beams of I-profile cross section
subjected to bending. Numerical models of finite elements were developed and validated in …

Cold-formed thin-walled steel hollow flange beam (HFB) has been emerged and utilised
structurally. It is composed of one or two closed flanges with high torsional stiffness and …