Local buckling behaviour of steel plate elements supported by a plastic foam material
Mahendran, M. & Jeevaharan, M. (1999) Local buckling behaviour of steel plate elements supported by a plastic foam material. Structural Engineering and Mechanics, 7(5), pp. 433-445.
Sandwich panels comprising steel facings and a polystyrene foam core are increasingly used as roof and wall claddings in buildings in Australia. When they are subjected to loads causing bending and/or axial compression, the steel plate elements of their profiled facing are susceptible to local buckling. However, when compared to panels with no foam core, they demonstrate significantly improved local buckling behaviour because they are supported by foam. In order to quantify such improvements and to validate the use of available design buckling stress formulae, an investigation using finite element analyses and laboratory experiments was carried out on steel plates that are commonly used in Australia of varying yield stress and thickness supported by a polystyrene foam core. This paper presents the details of this investigation, the buckling results and their comparison with available design buckling formulae.
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|Item Type:||Journal Article|
|Additional Information:||Compilation and indexing terms, Copyright 2013 Elsevier Inc. 1999284674116 Polystyrene foam core|
|Keywords:||Plates (structural components), Bending (deformation), Buckling, Compressive strength, Finite element method, Foamed plastics, Polystyrenes, Sandwich structures, Steel, Stress analysis, Structural analysis, Structural panels|
|Divisions:||Current > Schools > School of Civil Engineering & Built Environment
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Copyright Owner:||Copyright 1999 Techno Press|
|Deposited On:||14 Nov 2013 23:42|
|Last Modified:||06 Jul 2015 01:23|
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