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Effect of High Volume Fly Ash Concrete on Instantaneous Deflection of RCC Beams

Author(s):

Rabbani Baig , Brindavan college of Engineering, Bangalore; Muthu K U , Brindavan college of Engineering, Bangalore

Keywords:

Analytical Methods, Comparisons, High Volume Fly Ash Concrete, Load Deflection Behaviour, Span-Depth Ratio

Abstract

Fly ash is solid waste available all over the world and it is waste product obtained from thermal power plant. In my present work of interest I found short-time (instantaneous) deflection of high volume fly ash based RCC beams by different methods IS 456-2000, ACI 318-14, Bilinear, EN 1992, and Tension stiffing model and compared with experimental deflection and for same beams control approach has also been examined and the results are reported.

Other Details

Paper ID: IJSRDV4I70178
Published in: Volume : 4, Issue : 7
Publication Date: 01/10/2016
Page(s): 180-188

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