GBT formulation to analyse the buckling behaviour of FRP composite open-section thin-walled columns-Reference-Cited by-同舟云学术

GBT formulation to analyse the buckling behaviour of FRP composite open-section thin-walled columns

Published:2010-12 Issue:1 Volume:93 Page:79-92
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Silva N.M.F.,Silvestre N.,Camotim D.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference20 articles.

1. Finite element analysis of laminated anisotropic thin-walled open-section beams;Gupta;Compos Struct,1985

2. Brooks RJ. Finite element modelling and analysis of the lateral buckling tests of tip loaded, pultruded GRP, I-section cantilevers. M.Sc. Thesis, Lancaster University, UK; 1993.

3. Lateral buckling of I-section composite beams;Lee;Eng Struct,2002

4. A phenomenological design equation for FRP columns with interaction between local and global buckling;Barbero;Thin-Wall Struct,1994

5. Local buckling and failure of pultruded fibre reinforced plastic beams;Bank;J Eng Mater Technol – Trans Am Soc Mech Eng (ASME),1994

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