Stability of composite thin-walled beams with shear deformability

Article

Abstract: In this paper, a theoretical model is developed for the stability analysis of composite thin-walled

Palabras claves:

Buckling, Composite-beam, Reissner's Principle, Shear flexibility, Thin-walled

Autores:

Cortínez V.H., Marcelo Tulio Piovan

Fuentes:

scopus