@inproceedings{f97d056b0d534038b73e8d67af4ff199,
title = "Buckling behavior of stiffened plate under biaxial compression",
abstract = "The structural elements in steel and composite bridges are sensitive to stability problems due to their large dimensions. Mainly, resulting elements are thin plates falling un-der the design requirements provided by EN1993-1-5. Due to the results of recent scientific papers regarding the unstiffened plates under biaxial stress, the review of the buckling proof formats for stiffened plates under biaxial loading was needed. The article gives an overview of buckling proof formats according to EN 1993-1-5 for steel and composite bridge and it is limited to the usual method of reduced stresses in Germany. For a given example, this paper discusses whether the proposed approach in the literature is also appropriate for the case of stiffened panels.",
author = "Joseph Ndogmo and Martin Mensinger and Ioan Both",
note = "Publisher Copyright: Copyright {\textcopyright}: SDSS'2016.; International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 ; Conference date: 30-05-2016 Through 01-06-2016",
year = "2016",
language = "English",
series = "Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016",
publisher = "European Convention for Constructional Steelwork",
pages = "615--622",
editor = "Viorel Ungureanu and Dan Dubina",
booktitle = "Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016",
}