Effective width approach for local buckling of aluminium sections exposed to fire

J. Maljaars, F. Soetens, H.H. Snijder, J.H.H. Fellinger

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Samenvatting

Structural components of aluminium alloys are relatively sensitive to local buckling, due to the thin walls usually applied in combination with he high strength over stiffness ratios. Well evaIuated verification models are available to check he resistance for local buckling at room temperature. For fire design, however, such verification models are not available in case of aluminium structures. Based on a finite element study, this paper gives a verification model for local buckling of aluminium alloy structural components when exposed to fire.
Originele taal-2Engels
TitelFifth International Conference on Thin-Walled Structures 2008
RedacteurenM. Mahendran
Plaats van productieBrisbane
UitgeverijQueensland University
Pagina's705-712
ISBN van geprinte versie9781741072396
StatusGepubliceerd - 2008
Evenement5th International Conference on Thin-Walled Structures, June 18-20, 2008, Gold Coast, Australia - Gold Coast, Australië
Duur: 18 jun. 200820 jun. 2008

Congres

Congres5th International Conference on Thin-Walled Structures, June 18-20, 2008, Gold Coast, Australia
Land/RegioAustralië
StadGold Coast
Periode18/06/0820/06/08
AnderThe Fifth International Conference on Thin-Walled Structures held in Gold Coast Australia

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