| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 8050798 | Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería | 2017 | 5 Pages |
Abstract
A stepped methodology for the evaluation, with limited computational effort critical buckling load factor which produces the instability of the walls of double-T sections is proposed in this work. For this purpose, each wall of the cross-section studied in a local level as a thin plate. It is ratified that it is enough to check the most compressed flange and the web of the most loaded beams of the structure.
Related Topics
Physical Sciences and Engineering
Engineering
Computational Mechanics
Authors
M. Cacho-Pérez, A. Lorenzana Ibán,