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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...
Autores principales: | Yan, Wutong, Chen, Liangjiang, Han, Bing, Xie, Huibing, Sun, Yue |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
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Materias: | |
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 |
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