From: An Experimental Study of Shear Resistance for Multisize Polypropylene Fiber Concrete Beams
Test beam no. | Cracking load (kN) | Average cracking load (kN) | Standard deviation of the average load (kN) | Crack width (mm) | Average crack width (mm) | Standard deviation of the average crack width (mm) | |
---|---|---|---|---|---|---|---|
B0 | B0-1 | 60.23 | 57.45 | 2.03 | 0.060 | 0.0607 | 0.000943 |
B0-2 | 55.42 | 0.062 | |||||
B0-3 | 56.71 | 0.060 | |||||
B1 | B1-1 | 75.13 | 76.97 | 1.33 | 0.043 | 0.0387 | 0.00330 |
B1-2 | 78.21 | 0.038 | |||||
B1-3 | 77.58 | 0.035 | |||||
B2 | B2-1 | 90.43 | 92.21 | 1.43 | 0.043 | 0.03 | 0.00942 |
B2-2 | 93.94 | 0.026 | |||||
B2-3 | 92.25 | 0.021 |