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

Internet

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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