Bond Strength of HYSD Bars and SCC with and without Recycled Aggregate-An Experimental Study

14th International Conference on Concrete Engineering and Technology

Jaganadharao, K.^1 ; Vasam, S.^2 ; Seshagirirao, M.V.^3

Department of Civil Engineering, Chaitanya Bharathi Institute of Technology, Gandipet, Hyderabad

75, India^1

Research Scholar, Department of Civil Engineering, J N T University, Hyderabad

85, India^2

Department of Civil Engineering, CVR College of Engineering, Hyderabad, India^3

关键词: Complicated shape;    Experimental investigations;    Large and complex structures;    Long term durability;    Natural aggregate;    Normal concretes;    Recycled aggregates;    Recycled concrete aggregates;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/431/10/102007/pdf
DOI  :  10.1088/1757-899X/431/10/102007

来源: IOP

【 摘 要 】

Self Compacting Concrete (SCC) has become inevitable in the current scenario of construction of large and complex structures with heavy reinforcement and complicated shapes. Using normal concrete in such situation may often result in inadequate compaction, affecting performance and long-term durability of structures. In addition, the use of Recycled Concrete Aggregate (RCA) is gaining importance throughout the globe due to the depleting sources of natural aggregate and disposal problem of demolished waste. There is a little work done on the behaviour of SCC with RCA. Therefore, a comprehensive experimental investigation on bond strength and modes of failure of Self Compacting Concrete (SCC) with and without Recycled Concrete Aggregate (RCA) was carried out and the results are presented. The variables studied include grade of concrete (M20, M40 and M60), Percentage of RCA (0% to 100%), diameter of bar (10, 12 and 16) and percentage embedment length. All specimens were tested by conducting pull out test on UTM after 28 days of curing. The bond strength was found to vary with the increase in diameter and the failure mode was observed to change from rod pull out to splitting or rod fracture with increase in percentage of embedment length. The experimental results were compared with the theoretical bond strengths using the authors' formula and the formulae suggested by earlier researchers.