Behavior of Steel Fiber Recycled Coarse Aggregate Reinforced Concrete Subjected to Direct Shear

  • Ahmed Shaban Abdel-Hay Gabr

Abstract

The behavior of steel fiber recycled coarse aggregate reinforced concrete (SFRCA) subjected to direct shear was investigated by this study. The results of twenty four push-off reinforced concrete specimens are presented and analyzed. The studied parameters are the steel fiber volume fraction (Vf ) and the recycled coarse aggregate replacement ratio (RCA). Three steel fiber volume fractions are used (0%, 0.5%, and 1%) and four RCA replacement ratios are used ( 0% , 25% , 50% , and 100% ). The test results show that the steel fiber is an effective alternative material for enhancement of the shear strength of recycled coarse aggregate concrete.

Published
2020-03-26
How to Cite
Abdel-Hay Gabr, A. S. (2020). Behavior of Steel Fiber Recycled Coarse Aggregate Reinforced Concrete Subjected to Direct Shear. International Journal of Advanced Science and Technology, 29(4s), 1297 - 1310. Retrieved from https://sersc.org/journals/index.php/IJAST/article/view/6784