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Bond–Slip Relationship for CFRP Sheets Externally Bonded to Concrete under Cyclic Loading
The objective of this paper was to explore the bond–slip relationship between carbon fiber-reinforced polymer (CFRP) sheets and concrete under cyclic loading through experimental and analytical approaches. Modified beam tests were performed in order to gain insight into the bond–slip relationship un...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2018
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5872915/ https://www.ncbi.nlm.nih.gov/pubmed/29495383 http://dx.doi.org/10.3390/ma11030336 |