Numerical Model for Flexural Analysis of Precast Segmental Concrete Beam with Internal Unbonded CFRP Tendons

A new construction scheme was recently developed for precast segmental concrete beams by replacing steel tendons with internal unbonded carbon-fiber-reinforced polymer tendons. The discontinuous behaviors of the opening joints and unbonded phenomenon of tendons made their flexural behaviors more com...

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Detalles Bibliográficos
Autores principales: Yan, Wutong, Chen, Liangjiang, Han, Bing, Xie, Huibing, Sun, Yue
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9230538/
https://www.ncbi.nlm.nih.gov/pubmed/35744165
http://dx.doi.org/10.3390/ma15124105

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9230538/
https://www.ncbi.nlm.nih.gov/pubmed/35744165
http://dx.doi.org/10.3390/ma15124105

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