A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling Behaviour of Hollow Flange Channel Beam Sections in Bending
https://orcid.org/0000-0002-7058-7404
Abstract The hollow flange beams are designed to take the advantages of hot-rolled steel sections in which area is concentrated away from the neutral axis and the ease of installation associated with cold-formed sections. The present study deals with the flexural behaviour of hollow flange channel beams sections by Finite Element modeling using the general purpose finite element software ABAQUS. A Parametric study is carried out by varying the flat width/thickness ratio, depth of the beam, depth of the hollow flange and length of the beam. The effects of distortional buckling on hollow flange channel beam are studied and finite element model results are compared with AS/NZS 4600:2005 code for cold-formed steel structures. It is found that code based design is economic for hollow flange beams which fail in lateral distortional buckling alone.
Buckling Behaviour of Hollow Flange Channel Beam Sections in Bending
https://orcid.org/0000-0002-7058-7404
Abstract The hollow flange beams are designed to take the advantages of hot-rolled steel sections in which area is concentrated away from the neutral axis and the ease of installation associated with cold-formed sections. The present study deals with the flexural behaviour of hollow flange channel beams sections by Finite Element modeling using the general purpose finite element software ABAQUS. A Parametric study is carried out by varying the flat width/thickness ratio, depth of the beam, depth of the hollow flange and length of the beam. The effects of distortional buckling on hollow flange channel beam are studied and finite element model results are compared with AS/NZS 4600:2005 code for cold-formed steel structures. It is found that code based design is economic for hollow flange beams which fail in lateral distortional buckling alone.
Buckling Behaviour of Hollow Flange Channel Beam Sections in Bending
https://orcid.org/0000-0002-7058-7404
Abstract The hollow flange beams are designed to take the advantages of hot-rolled steel sections in which area is concentrated away from the neutral axis and the ease of installation associated with cold-formed sections. The present study deals with the flexural behaviour of hollow flange channel beams sections by Finite Element modeling using the general purpose finite element software ABAQUS. A Parametric study is carried out by varying the flat width/thickness ratio, depth of the beam, depth of the hollow flange and length of the beam. The effects of distortional buckling on hollow flange channel beam are studied and finite element model results are compared with AS/NZS 4600:2005 code for cold-formed steel structures. It is found that code based design is economic for hollow flange beams which fail in lateral distortional buckling alone.
Buckling Behaviour of Hollow Flange Channel Beam Sections in Bending
Senthilkumar, R. (author) / Sunil, T. S. (author) / Jayabalan, P. (author)
2019
Article (Journal)
English
Buckling Behaviour of Hollow Flange Channel Beam Sections in Bending
| Springer Verlag | 2019
Behaviour and strength of hollow flange channel sections under torsion and bending
| Online Contents | 2015
The Buckling Behaviour of Hollow Flange Beams
| British Library Conference Proceedings | 1992
Buckling behaviour of stiffened hollow flange beams
| British Library Conference Proceedings | 1997
Lateral distortional buckling tests of a new hollow flange channel beam
| Online Contents | 2011