Lateral-torsional buckling of simply supported anisotropic steel-FRP rectangular beams under pure bending condition

Author:

Rasheed Hayder A.,Ahmadi Habiburrahman,Abouelleil AlaaEldin

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference13 articles.

1. Vlassov, V. Z. (1961). Thin-walled beams (2nd edn) Israel Program for Scientific Translation.

2. Timoshenko, S. P., & Gere, J. M. (1961). Theory of elastic stability. 1961.McGrawHill-Kogakusha Ltd, Tokyo.

3. Stability of thin-walled pultruded structural members by the finite element method;Lin;Thin-Walled Struct,1996

4. Analytical and experimental study of lateral and distortional buckling of FRP wide-flange beams;Davalos;J Compos Constr,1997

5. Kollár, L. P. (2001). “Flexural-torsional buckling of open section composite columns with shear deformation”. International Journal of Solids and Structures, No.38, PP. 7525–7541.

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