Carregant...
Carregant...

Vés al contingut (premeu Retorn)

Shear buckling coefficient: proposal for tapered steel plates

Autor
Bedynek, A.; Real, E.; Mirambell, E.
Tipus d'activitat
Article en revista
Revista
Proceedings of the Institution of Civil Engineers. Structures and buildings
Data de publicació
2013-05
Volum
167
Número
4
Pàgina inicial
243
Pàgina final
252
DOI
https://doi.org/10.1680/stbu.12.00044 Obrir en finestra nova
URL
http://www.icevirtuallibrary.com/content/article/10.1680/stbu.12.00044 Obrir en finestra nova
Resum
This paper presents a new proposal for estimation of critical load for non-prismatic, thin plates simply supported on four edges subjected to shear. The research included wide parametric studies using more than 500 samples. The parameters taken into account were the web thickness, the panel aspect ratio and the inclination angle. The influence of each was analysed separately and then some simplifications were made in order to find coherent expressions to describe the behaviour of the studied pan...
Paraules clau
Stress Analysis, Steel Structures, Codes Of Practice & Standards
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants