| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 8050734 | Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería | 2017 | 9 Pages |
Abstract
This work is based on calculating the critical buckling load with bending and torsional deformations of a steel wide-flange section type. To solve the problem is considered the 3D bending model of slender beams (theory of Navier-Bernoulli beams) and the model of the torsion is non uniform or by warping restricted (Vlasov torsion theory).
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Computational Mechanics
Authors
M. Cacho-Pérez, A. Lorenzana Ibán,