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Shear Response of Glass Fibre Reinforced Polymer (GFRP) Built-Up Hollow and Lightweight Concrete Filled Beams: An Experimental and Numerical Study

This paper investigated the static behaviour of glass fibre reinforced polymer (GFRP) built-up hollow and concrete filled built-up beams tested under four-point bending with a span-to-depth ratio of 1.67, therefore focusing their shear performance. Two parameters considered for hollow sections were...

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Detalles Bibliográficos
Autores principales:	Kong, Sih Ying, Wong, Leong Sing, Paul, Suvash Chandra, Miah, Md Jihad
Formato:	Online Artículo Texto
Lenguaje:	English
Publicado:	MDPI 2020
Materias:	Article
Acceso en línea:	https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7601337/ https://www.ncbi.nlm.nih.gov/pubmed/33023168 http://dx.doi.org/10.3390/polym12102270

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