Lateral distortional buckling tests of a new hollow flange channel beam

T Anapayan, M Mahendran, D Mahaarachchi - Thin-Walled Structures, 2011 - Elsevier
The LiteSteel beam (LSB) is a new hollow flange channel section developed by OneSteel
Australian Tube Mills using their patented dual electric resistance welding and automated …

Section moment capacity tests of rivet fastened rectangular hollow flange channel beams

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 …

Finite-element analysis of hollow flange beams with web stiffeners

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 …

Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams

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 …

Elastic analysis of I-girders with tubular flange and corrugated web

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 …

Numerical studies and design of hollow flange channel beams subject to combined bending and shear actions

P Keerthan, M Mahendran, D Hughes - Engineering structures, 2014 - Elsevier
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 …

Improved design rules for hollow flange sections subject to lateral distortional buckling

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 …

Numerical modelling and design of LiteSteel Beams subject to lateral buckling

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 …

The effect of stiffeners on the optimal ply orientation and buckling load of rectangular laminated plates

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 …

[PDF][PDF] Stress analysis of a new steel-concrete composite I-girder

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 …