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Interactive buckling curves for thin-walled sections
AbstractThe present paper continues to compare and analyse the most recent design codes formulae for interactive buckling of thin-walled members. A first analysis was performed using a statistical comparison between theoretical and experimental results and was presented at the SSRC Annual Technical Session, held in Pittsburgh. An analytic comparison between ECCS 1987, EUROCODE 3, AISI and the author's formula is performed. A proposal for a cross-sections classification from the point of view of an ‘erosion factor’ is also presented.
Interactive buckling curves for thin-walled sections
AbstractThe present paper continues to compare and analyse the most recent design codes formulae for interactive buckling of thin-walled members. A first analysis was performed using a statistical comparison between theoretical and experimental results and was presented at the SSRC Annual Technical Session, held in Pittsburgh. An analytic comparison between ECCS 1987, EUROCODE 3, AISI and the author's formula is performed. A proposal for a cross-sections classification from the point of view of an ‘erosion factor’ is also presented.
Interactive buckling curves for thin-walled sections
Dubina, D. (Autor:in) / Georgescu, M. (Autor:in)
Thin-Walled Structures ; 20 ; 189-201
01.01.1994
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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