Modeling Uniaxial Bond Stress–Slip Behavior of Reinforcing Bars Embedded in Concrete with Different Strengths

This paper aims to study the uniaxial bond stress–slip characteristics of reinforcing bars embedded in concrete with different strengths. Tests were conducted on tension–pull specimens that had a cross-sectional dimension with a reinforcing bar embedded in the center section. The experimental variab...

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Detalles Bibliográficos
Autor principal: Tang, Chao-Wei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7915352/
https://www.ncbi.nlm.nih.gov/pubmed/33562319
http://dx.doi.org/10.3390/ma14040783

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7915352/
https://www.ncbi.nlm.nih.gov/pubmed/33562319
http://dx.doi.org/10.3390/ma14040783

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