R Siahaan, M Mahendran, P Keerthan - Journal of Constructional Steel …, 2016 - Elsevier
This paper presents the details of an experimental investigation on the section moment capacities of rivet fastened Rectangular Hollow Flange Channel Beams (RHFCB). The rivet …
P Avery, M Mahendran - Journal of Structural Engineering, 1997 - ascelibrary.org
A new cold-formed and resistance-welded section known as the hollow flange beam (HFB) has been developed recently in Australia. In contrast to the common lateral-torsional …
N Tondini, A Morbioli - Thin-Walled Structures, 2015 - Elsevier
This paper presents the results of a comprehensive experimental-numerical study aimed at determining the flexural performance of cold-formed laterally-restrained steel rectangular …
L Deng, Y Shao, D Jiang, MF Hassanein… - Journal of Constructional …, 2024 - Elsevier
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 …
LiteSteel beam (LSB) is a cold-formed steel hollow flange channel section produced using a patented manufacturing process involving simultaneous cold-forming and dual electric …
T Anapayan, M Mahendran - Thin-Walled Structures, 2012 - Elsevier
The LiteSteel Beam (LSB) is a new hollow flange section with a unique geometry consisting of torsionally rigid rectangular hollow flanges and a relatively slender web. It is subjected to …
T Anapayan, M Mahendran - Journal of Constructional Steel Research, 2012 - Elsevier
The LiteSteel Beam (LSB) is a new hollow flange channel section developed using a patented dual electric resistance welding and cold-forming process. It has a unique …
M Walker - Computers & structures, 2002 - Elsevier
Optimal designs of symmetrically laminated rectangular plates with different stiffener arrangements are presented. The plates are subject to a combination of simply supported …
Y Wang, Y Shao - Steel Compos. Struct, 2018 - researchgate.net
A new I-girder consisted of top concrete-filled tubular flange and corrugated web has been proved to have high resistance to both global buckling of the entire girder and local buckling …