Flexural Behaviour of Carbon Textile-Reinforced Concrete with Prestress and Steel Fibres

Four-point bending tests were adopted to investigate the influences of the number of textile layers, volume content of steel fibres, and prestress on the flexural behaviour of carbon textile-reinforced concrete (TRC). The failure mode of the specimen changed from debonding failure to shear failure,...

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Detalles Bibliográficos
Autores principales: Du, Yunxing, Zhang, Xinying, Liu, Lingling, Zhou, Fen, Zhu, Deju, Pan, Wei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2018
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6415093/
https://www.ncbi.nlm.nih.gov/pubmed/30966136
http://dx.doi.org/10.3390/polym10010098

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6415093/
https://www.ncbi.nlm.nih.gov/pubmed/30966136
http://dx.doi.org/10.3390/polym10010098

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