Enhancing flange local buckling strength of pultruded GFRP open-section beams

Author:

Yang Jia-Qi,Liu TianQiao,Feng Peng

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference37 articles.

1. American Society of Civil Engineers (ASCE). Pre-Standard for Load and Resistance Factor Design (LRFD) of Pultruded Fiber Reinforced Polymer (FRP) Structures; 2010.

2. EUR27666. Prospect for new guidance in the design of FRP (Ascione, L., Caron, J. F., Godonou, P., Van IJselmuijden, K., Knippers, J., Mottram, T., Oppe, M., Gantriis Sorensen, M., Taby, J., Tromp, L.), Publications Office of the European Union; 2016.

3. A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending;Ascione;Compos B Eng,2016

4. ASTM Standard D3039/D3039M-14. Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials. ASTM International, West Conshohocken, PA; 2014.

5. ASTM Standard D3518/D3518M-13. Standard Test Method for In-Plane Shear Response of Polymer Matrix Composite Materials by Tensile Test of a±45° Laminate. ASTM International, West Conshohocken, PA; 2013.

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