Mohamad Ali, H., Saeed abd alamir, J., Tariq Hamad, N. (2014). First Diagonal Cracking and Ultimate Shear of Reactive Powder Concrete T-Beams without Stirrups. Alustath, 18(5), 149-164.
Hisham Mohamad Ali; Jamal Saeed abd alamir; Nagham Tariq Hamad. "First Diagonal Cracking and Ultimate Shear of Reactive Powder Concrete T-Beams without Stirrups". Alustath, 18, 5, 2014, 149-164.
Mohamad Ali, H., Saeed abd alamir, J., Tariq Hamad, N. (2014). 'First Diagonal Cracking and Ultimate Shear of Reactive Powder Concrete T-Beams without Stirrups', Alustath, 18(5), pp. 149-164.
Mohamad Ali, H., Saeed abd alamir, J., Tariq Hamad, N. First Diagonal Cracking and Ultimate Shear of Reactive Powder Concrete T-Beams without Stirrups. Alustath, 2014; 18(5): 149-164.

First Diagonal Cracking and Ultimate Shear of Reactive Powder Concrete T-Beams without Stirrups

Journal of Engineering and Sustainable Development
Article 1, Volume 18, Issue 5, October 2014, Pages 149-164
Authors
Hisham Mohamad Ali; Jamal Saeed abd alamir; Nagham Tariq Hamad
Abstract
The first diagonal cracking and ultimate shear load of reactive powder concrete (RPC) T-beams were investigated in this paper. Six beams were tested, a simplified formulation for the first diagonal cracking capacity Vcr is proposed while the analytical model to predict the ultimate shear capacity Vu is formulated based on the two bounds theory (upper and lower bound). A fiber reinforcing parameter is constituted and used based on the Variable Engagement Model (VEM). The predicted values of Vcr and Vu are compared with the test results and gives good agreements.
Keywords
first diagonal cracking and ultimate shear load; Reactive powder concrete
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