BEHAVIOR OF RECYCLED AGGREGATE CONCRETE BEAMS WITH VARYING SPAN TO DEPTH RATIO

Authors

  • D. Hari Krishna Associate Professor, Department of Civil Engineering, KITS Warangal, India
  • K. Shiva Shanker PG Scholar, Department of Civil Engineering, KITS Warangal, India

Keywords:

Recycled coarse aggregate, varying span to depth ratio, load carrying capacity

Abstract

To address sustainable issues in construction, researchers and construction firms are focussing 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 behaviour of reinforced concrete beams were studied by varying shear span to depth 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, & K. Shiva Shanker. (2019). BEHAVIOR OF RECYCLED AGGREGATE CONCRETE BEAMS WITH VARYING SPAN TO DEPTH RATIO. International Journal of Technical Innovation in Modern Engineering & Science, 5(16), -. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/3154

Issue

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

Section

Articles