Experimental Study on the Shear Behavior of GFRP–Concrete Composite Beam Connections

Monotonic push-out tests were carried out on 11 specimens having high-strength bolt, T-type perforated plate, or slot-type perforated plate connections to investigate the influence of different connection types on the interface performance of glass fiber reinforced polymer (GFRP)–concrete composite...

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Detalles Bibliográficos
Autores principales: Di, Jin, Cao, Lu, Han, Jiahao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7084687/
https://www.ncbi.nlm.nih.gov/pubmed/32121083
http://dx.doi.org/10.3390/ma13051067

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7084687/
https://www.ncbi.nlm.nih.gov/pubmed/32121083
http://dx.doi.org/10.3390/ma13051067

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