Influence of combined imperfections on lateral-torsional buckling behaviour of pultruded FRP beams

Author:

Nguyen T.T.,Selvaraj SivaganeshORCID,Chan T.-M.,Mottram J.T.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference49 articles.

1. J.T. Mottram, J. Henderson, (Eds), FRP Bridges – Guidance for Designers, prepared by Composites UK: Construction Sector Group, CIRIA C779, London, 2018.

2. Lateral-torsional buckling of a pultruded I-beam;Mottram;Composites,1992

3. The influence of the web-flange junction stiffness on the mechanical behaviour of thin-walled pultruded beams;Ascione;Compos B Eng,2013

4. Influence of initial geometric imperfections in the lateral buckling problem of thin walled pultruded GFRP I-profiles;Ascione;Compos Struct,2014

5. Stoddard WP. Lateral-torsional buckling behavior of polymer composite i-shaped members, Ph.D. Thesis. Georgia Institute of Technology: Georgia, USA; 1997.

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