Cargando…
Flexural Behavior of T-Shaped UHPC Beams with Varying Longitudinal Reinforcement Ratios
In order to investigate the transverse flexural behavior of the UHPC waffle deck, a total of six T-shaped UHPC beams, with varying longitudinal reinforcement ratios, were tested and analyzed. The experiments, including material tests of UHPC and beam tests, were conducted. The material tests of UHPC...
Autores principales: | Zhang, Rui, Hu, Peng, Chen, Kedao, Li, Xi, Yang, Xiaosen |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8510101/ https://www.ncbi.nlm.nih.gov/pubmed/34640120 http://dx.doi.org/10.3390/ma14195706 |
Ejemplares similares
-
Impact of Reinforcement Ratio on Shear Behavior of I-Shaped UHPC Beams with and without Fiber Shear Reinforcement
por: Yavas, Altug, et al.
Publicado: (2020) -
Experimental Study of Flexural Performance of UHPC–NC Laminated Beams Exposed to Fire
por: Zhou, Tieming, et al.
Publicado: (2022) -
Theoretical and Experimental Investigation on the Flexural Behaviour of Prestressed NC-UHPC Composite Beams
por: Lin, Pengzhen, et al.
Publicado: (2023) -
Flexural Behavior of a Precast Concrete Deck Connected with Headed GFRP Rebars and UHPC
por: Chin, Won Jong, et al.
Publicado: (2020) -
Compressive Behavior of FRP Grid-Reinforced UHPC Tubular Columns
por: Zeng, Junjie, et al.
Publicado: (2021)