Cargando…
Experimental Study and Calculation Methods of Shear Capacity for High-Strength Reinforced Concrete Full-Scale Deep Beams
The shear behavior of 8 high-strength concrete full-scale deep beams with high-strength steel bars was studied. The depth beam size was 100 mm × 900 mm × 2200 mm, the test parameters included the shear span-to-depth ratio ([Formula: see text] = 0.9, 0.6, 0.3), longitudinal reinforcement ratio ([Form...
Autores principales: | Li, Shushan, Wu, Ziwen, Zhang, Junhong, Xie, Wei |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9456680/ https://www.ncbi.nlm.nih.gov/pubmed/36079397 http://dx.doi.org/10.3390/ma15176017 |
Ejemplares similares
-
Experimental Study on Shear Capacity of High Strength Reinforcement Concrete Deep Beams with Small Shear Span–Depth Ratio
por: Zhang, Jun-Hong, et al.
Publicado: (2020) -
Experimental Study on the Shear Strength of Reinforced Concrete Beams with Various Integrated Shear Reinforcements
por: Yoo, Mooyoung
Publicado: (2022) -
Experimental Study on Shear Capacity of Reinforced Concrete Beams with Corroded Longitudinal Reinforcement
por: Han, Sun-Jin, et al.
Publicado: (2019) -
Experimental Study of Shear Performance of High-Strength Concrete Deep Beams with Longitudinal Reinforcement with Anchor Plate
por: Li, Shu-Shan, et al.
Publicado: (2023) -
Experimental Study on Shear Behavior of Steel Fiber Reinforced Concrete Beams with High-Strength Reinforcement
por: Zhao, Jun, et al.
Publicado: (2018)