Cargando…
Experimental Study of Flexural Performance of UHPC–NC Laminated Beams Exposed to Fire
In recent decades, reinforced-concrete bridges have experienced premature deterioration and other problems during service due to severe environmental effects such as fire and corrosion. Previous studies have shown that the use of ultra-high-performance concrete (UHPC) can improve the durability of b...
Autores principales: | Zhou, Tieming, Sheng, Xingwang |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9000170/ https://www.ncbi.nlm.nih.gov/pubmed/35407936 http://dx.doi.org/10.3390/ma15072605 |
Ejemplares similares
-
Theoretical and Experimental Investigation on the Flexural Behaviour of Prestressed NC-UHPC Composite Beams
por: Lin, Pengzhen, et al.
Publicado: (2023) -
Analysis of Structural Parameters of Steel–NC–UHPC Composite Beams
por: Zhang, Dawei, et al.
Publicado: (2023) -
Experimental Study on Bond Performance of NC-UHPC Interfaces with Different Roughness and Substrate Strength
por: Zhang, Boshan, et al.
Publicado: (2023) -
Flexural Behavior of T-Shaped UHPC Beams with Varying Longitudinal Reinforcement Ratios
por: Zhang, Rui, et al.
Publicado: (2021) -
Experimental Investigation on Interface Performance of UHPC-Strengthened NC Structure through Push-Out Tests
por: Zhao, Yun-Chuan, et al.
Publicado: (2023)