Research Article
Bending-Shear Interaction Domains for Externally Prestressed Concrete Girders
Table 2
Values of ratio
/
for the reference samples.
| References | Sample | | | | |
|
[15] | Beam 1 | 0.840 | 0.935 | 0.695 | 0.775 | Beam 2 | 0.835 | 0.930 | 0.685 | 0.765 | Beam 3 | 0.745 | 0.830 | 0.620 | 0.690 | Beam 4 | 0.665 | 0.750 | 0.600 | 0.665 | Beam 5 | 0.785 | 0.870 | 0.650 | 0.720 | Beam 6 | 0.705 | 0.795 | 0.655 | 0.730 | Beam 7 | 0.880 | 0.980 | 0.720 | 0.800 | Beam 8 | 1.045 | 1.165 | 0.845 | 0.940 | Beam 9 | 0.785 | 0.790 | 0.650 | 0.725 |
|
[16] | BQ6 | 0.980 | 1.145 | 0.695 | 0.810 | BQ7 | 0.965 | 1.125 | 0.680 | 0.795 | BQ12 | 0.725 | 0.845 | 0.605 | 0.605 | BQ15 | 1.020 | 1.190 | 0.720 | 0.850 | BQ16 | 0.730 | 0.850 | 0.605 | 0.605 | BQ17 | 0.775 | 0.870 | 0.605 | 0.680 | BQ18 | 0.695 | 0.800 | 0.615 | 0.715 | BQ19 | 0.945 | 1.105 | 0.665 | 0.780 |
|
[17] | ST-1 | 0.800 | 0.810 | 0.800 | 0.810 | ST-2 | 0.845 | 0.855 | 0.845 | 0.855 | ST-2C | 0.855 | 0.860 | 0.855 | 0.860 | ST-2C+ | 1.055 | 1.060 | 0.845 | 1.010 | ST-2S | 0.655 | 0.670 | 0.655 | 0.670 | ST-2P | 0.765 | 0.770 | 0.765 | 0.770 | ST-3 | 0.930 | 0.930 | 0.930 | 0.930 |
| ā | Mean | 0.834 | 0.914 | 0.709 | 0.773 | ā | Variance | 0.120 | 0.145 | 0.097 | 0.102 |
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