Shear Performance of Reinforced Concrete Beams Affected by Satisfactory Composite-Recycled Aggregates
This paper is the outcome of experiments on the shear performance of reinforced concrete beams with approved composite-recycled aggregates. The strength grade of composite-recycled aggregate concrete (CRAC) was between 30 MPa and 60 MPa. The shear span-to-depth ratio varied from 1 to 3. The adaptabi...
Main Authors: | Changyong Li, Na Liang, Minglei Zhao, Kunqi Yao, Jie Li, Xiaoke Li |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-04-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/13/7/1711 |
Similar Items
-
Shear testing of steel fiber reinforced expanded-shale lightweight concrete beams with varying of shear-span to depth ratio and stirrups
by: Changyong Li, et al.
Published: (2021-06-01) -
Effect of Steel Fiber Content on Shear Behavior of Reinforced Expanded-Shale Lightweight Concrete Beams with Stirrups
by: Changyong Li, et al.
Published: (2021-02-01) -
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams
by: Allan Carvalho Cardoso, et al.
Published: (2021-01-01) -
Study Effect the Shear Spacing and Width of Beam on Behavour of Reinforced Concrete Wide Beams
by: Mustafa Joad, et al.
Published: (2021-03-01) -
Biaxial shear behavior of recycled concrete aggregate reinforced concrete beams
by: Rama Aldmour, et al.
Published: (2023-07-01)