Shear Capacity and Mechanical Properties of Reactive Powder Concrete T-Beams

Authors

  • Hisham Mohamad Ali Al-Hassani Building and Construction Engineering Department, University of Technology, Baghdad, Iraq Author
  • Jamal Saeed abd alamir Civil Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq Author
  • Nagham Tariq Hamad Highway & Transportation Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq Author

Keywords:

shear capacity, Tee Beams, Reactive Powder Concrete

Abstract

Seven tests were conducted on RPC T- beams with three steel fiber-volume fractions (0, 1, and 2%), three shear span-depth ratios (a/d) (2.5, 3.5, and 4.3), and three silica fume percentage (SF) (15, 20 and 25%). Based on observed data from the present experimental tests and other investigations, non-linear regression models are proposed for predicting the compressive strength (f_cf^') , splitting tensile strength (f_spf) and modulus of rupture (f_rf) of RPC . in addition , an equation is also proposed for the prediction of the shear capacity(Vu) of RPC T-sections. The accuracy of the proposed equations are examined by comparison with similar existing equations and available experimental results.Keywords: shear capacity, Reactive Powder Concrete& Tee Beams

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Key Dates

Published

2014-07-01

How to Cite

Shear Capacity and Mechanical Properties of Reactive Powder Concrete T-Beams. (2014). Journal of Engineering and Sustainable Development, 18(4), 188-213. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/849

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