Research Article
Experimental Study on the Shear Strength of Dune Sand Concrete Beams
Table 6
Comparison of test results with the calculated values by current design codes.
| Specimens | (kN) | (kN) | (kN) | | | (kN) | | |
| B1-1 | 151.00 | 173.10 | 140.46 | 1.15 | 0.93 | 150.06 | 0.99 | 1.07 | B1-2 | 139.73 | 160.68 | 138.61 | 1.15 | 0.99 | 135.26 | 0.97 | 0.98 | B1-3 | 117.82 | 138.44 | 134.50 | 1.18 | 1.14 | 109.38 | 0.93 | 0.81 | B1-4 | 94.15 | 130.11 | 133.73 | 1.38 | 1.42 | 98.27 | 1.04 | 0.73 | B1-5 | 88.94 | 123.86 | 133.18 | 1.39 | 1.50 | 92.08 | 1.04 | 0.69 | B2-1 | 149.92 | 161.56 | 139.89 | 1.08 | 0.93 | 139.97 | 0.93 | 1.00 | B2-2 | 142.74 | 157.74 | 138.33 | 1.11 | 0.97 | 133.43 | 0.94 | 0.96 | B2-3 | 140.64 | 155.98 | 137.97 | 1.11 | 0.98 | 132.43 | 0.94 | 0.96 | B2-4 | 139.84 | 152.45 | 136.69 | 1.09 | 0.98 | 130.92 | 0.94 | 0.96 | B2-5 | 139.73 | 160.68 | 138.61 | 1.15 | 0.99 | 135.27 | 0.97 | 0.98 | B3-1 | 139.73 | 160.68 | 138.61 | 1.15 | 0.99 | 135.27 | 0.97 | 0.98 | B3-2 | 156.66 | 170.13 | 158.14 | 1.09 | 1.01 | 148.05 | 0.95 | 0.94 | B3-3 | 165.73 | 190.16 | 180.41 | 1.15 | 1.09 | 168.08 | 1.01 | 0.93 | AVG | | | | 1.167 | 1.07 | | 0.971 | 0.922 | C.o.V | | | | 0.101 | 0.183 | | 0.039 | 0.110 |
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