Lateral-torsional buckling (LTB) behaviour of concrete-filled high-strength steel tubular
flange beams (HS-CFTFBs) is experimentally and numerically investigated. Six specimens …

Currently, finite element (FE) model is built for analyzing the shear performance of I-girder
with concrete-filled tubular flanges (CFTFs) and corrugated web (CW). The accuracy of the …

This study aims to investigate the mechanism of I-girders with corrugated web and tubular
flange, including the deformation and the stress distribution. Based on the accordion effect of …

This paper presents an investigation on the shear resistance of corrugated web steel beams
(CWBs) with a circular web opening. A total of five specimens with different diameters of web …

To improve the resistance of I-girder with concrete-filled tubular flanges and flat-plate web to
web shear buckling, corrugated plate is used to replace the conventional flat-plate web to …

This paper explores numerically the shear behaviour and web strength of a new type of
corrugated web girders (CWGs) consisting of an upper tubular flange, a corrugated web and …

This article deals with the buckling analysis in the plates containing carbon nanotubes
(CNTs) subject to axial load. In order to control the plate smartly, a piezoelectric layer …

I-girders with corrugated webs (IGCWs) are a new type of structure that has been
increasingly used in engineering. The normal stress distribution in flanges of IGCWs is quite …

High-strength steels (HSS) have been increasingly used in building and bridges due to their
advantages, such as lightening the self-weight and reducing the carbon emissions …

A new composite corrugated web I-girder with rectangular grouted tubular flange (RGTF)
has been proved to have superior performance in resisting both global and local buckling …