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Shear Capacity and Mechanical Properties of Reactive Powder Concrete T-Beams | ||
| Journal of Engineering and Sustainable Development | ||
| Article 1, Volume 18, Issue 4, 2014, Pages 188-213 | ||
| Authors | ||
| Hisham Mohamad Ali; Jamal Saeed abd alamir; Nagham Tariq Hamad | ||
| 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 | ||
| Keywords | ||
| shear capacity; Reactive powder concrete | ||
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