BEHAVIOUR OF RECYCLED AGGREGATE CONCRETE BEAMS WITH VARYING LONGITUDINAL REINFORCEMENT

Authors

  • D.Hari Krishna AssociateProfessor, Departmentof Civil Engineering, KITS Warangal, India
  • R.Akash PG Scholar, Department of Civil Engineering, KITS Warangal, India

Keywords:

Recycled coarse aggregate, varying longitudinal reinforcement ratio, load carrying capacity

Abstract

To address sustainable issues in construction, researchers and construction firms are focusing upon
utilizing recycled construction material. This present investigation is based on the use of recycled coarse aggregates
in reinforced concrete beams. Recycled Coarse Aggregate was replaced by 0%, 50% and 100% of Natural Coarse
Aggregates. Shear behavior of reinforced concrete beams were studied by varying longitudinal reinforcement ratios
ranging from 1.0 to 4.0. Load carrying capacities of the beams were observed by plotting the load deflection curves.

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Published

2019-06-30

How to Cite

D.Hari Krishna, & R.Akash. (2019). BEHAVIOUR OF RECYCLED AGGREGATE CONCRETE BEAMS WITH VARYING LONGITUDINAL REINFORCEMENT. International Journal of Technical Innovation in Modern Engineering & Science, 5(16), -. Retrieved from https://www.ijtimes.com/index.php/ijtimes/article/view/3153

Issue

Vol. 5 No. 16 (2019): SPACE-2019 (Second National Conference on Sustainable Practices & Advances in Civil Engineering)

Section

Articles