Experimental Research on Longitudinal Steel Bar Bond Properties in Modified Recycled Aggregate Concrete Beam-Column Interior Joint under Cyclic Loading
Three recycled aggregate concrete (RAC) beam-column interior-joint specimens (including two modified recycled aggregate concrete interior joints with replacement of fly ash ratio of 15%) were tested under cyclic loading in order to study the bond behavior of the longitudinal steel bar at RAC joint....
Main Authors: | Jia-Li Fu, Bing-Kang Liu, Jun-Wei Ma |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2017-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2017/9726989 |
Similar Items
-
Study on Bond Slip Behavior of Beam Main Bars Within Reinforced Concrete of Interior Beam-Column Joints
by: Chih-Kuo Liu, et al.
Published: (2019) -
An overview of bond behavior of recycled coarse aggregate concrete with steel bar
by: Su Tian, et al.
Published: (2021-04-01) -
Effect of Fibers on the Bond Behavior of Deformed Steel Bar Embedded in Recycled Aggregate Concrete
by: Rashid Hameed, et al.
Published: (2020-10-01) -
Bond load-slip behaviour of FRP bars in recycled-aggregate concrete
by: Godat Ahmed, et al.
Published: (2020-01-01) -
Investigation of compressive bond behavior of steel and fiber reinforced polymer bars embedded in recycled aggregate concrete
by: Moallemi Pour, Sadaf
Published: (2016)