Buckling strength of uniaxially compressed orthogonally stiffened plates

Authors

  • József Farkas
https://doi.org/10.3311/pp.ci.2007-2.04

Abstract

The bucking strength calculation includes the determination of global buckling strength, the effective plate width and the torsional buckling strength of open section stiffeners. In each calculation the classic strength formula should be modified considering the effect of initial imperfections and residual welding stresses. The calculation method of Det Norske Veritas design rules and the Eurocode 3 are compared to each other.

Keywords:

stiffened plates, buckling strength, welded structures, effective width, effect of initial imperfections

Citation data from Crossref and Scopus

Crossref
Scopus
Google Scholar
Europe PMC

How to Cite

Farkas, J. “Buckling strength of uniaxially compressed orthogonally stiffened plates”, Periodica Polytechnica Civil Engineering, 51(2), pp. 19–22, 2007. https://doi.org/10.3311/pp.ci.2007-2.04

Issue

Vol. 51 No. 2 (2007)

Section

Research Article