Carregant...
Carregant...

Vés al contingut (premeu Retorn)

The rotation-free BST shell element for linearized buckling analysis of steel structures

Autor
Agüero, A.; Pallarés, F.; Oñate, E.
Tipus d'activitat
Article en revista
Revista
International journal for computational methods in engineering science and mechanics
Data de publicació
2006-06
Volum
7
Número
3
Pàgina inicial
209
Pàgina final
215
DOI
https://doi.org/10.1080/15502280600596646 Obrir en finestra nova
URL
https://www.tandfonline.com/doi/abs/10.1080/15502280600596646 Obrir en finestra nova
Resum
In this paper the ability of the basic shell triangular (BST) element to perform linearized buckling analysis is evaluated. The results have been compared with analytical solutions and other finite elements in the literature, such as ANDES3, ANDES4, QSEL, FFQC and BCIZ. This type of analysis is applied to the design of steel structures to obtain the collapse load of panels using the effective width of the plate. In this approach, which is currently recommended by most of the design standards, a ...
Paraules clau
BST, Design, Effective Width, Linearized Buckling Analysis, Steel
Grup de recerca
(MC)2 - UPC Mecànica de Medis Continus i Computacional
GMNE - Grup de Mètodes Numèrics en Enginyeria

Participants