Application of new Eurocode 3 formulae for beam-columns to Class 3 hollow section members
This paper presents a new set of design formulae for Class 3 hollow section beam-column members. The specificity of the proposed rules consists in offering a fully continuous model along the Class 3 range, filling the existing gap between plastic and elastic resistance in Eurocode 3. Through comparisons with both experimental tests and extensive FEM numerical results, the proposal is found accurate and safe. More-over, a second parametric study dedicated to the determination of the level of safety led to a fully satisfactory safety factor γM.
N.Boissonnade K.Weynand J.P.Jaspart
Feldmann + Weynand GmbH, Aachen, Germany ArGEnCo Department, University of Liege, Liege, Belgium
国际会议
第12届钢管结构国际学术会议(The 12th International Symposium on Tubular Structures)
上海
英文
331-339
2008-10-08（万方平台首次上网日期，不代表论文的发表时间）