Research Article
A Comparative Study of the Cracking Effect of Induced Joints of Various Spatial Formations
Table 2
Summary of average equivalent stress intensity in the crack front edge of a cylindrical arch dam of different seam surface angles.
| Slope angles | Location | 0° | 5° | 7.5° | 10° | 12.5° | 15° | 20° | 25° | 30° |
| 30° | Crack tip for transverse joint | 1.175 | 1.166 | 1.163 | 1.160 | 1.157 | 1.156 | 1.143 | 1.141 | 1.132 | Crack tip for twisted joint | 1.672 | 1.658 | 1.650 | 1.642 | 1.631 | 1.622 | 1.581 | 1.530 | 1.445 |
| 45° | Crack tip for transverse joint | 0.770 | 0.770 | 0.770 | 0.759 | 0.756 | 0.755 | 0.758 | 0.752 | 0.726 | Crack tip for twisted joint | 1.211 | 1.191 | 1.181 | 1.170 | 1.158 | 1.147 | 1.112 | 1.077 | 1.036 |
| 60° | Crack tip for transverse joint | 0.807 | 0.806 | 0.805 | 0.805 | 0.752 | 0.751 | 0.746 | 0.739 | 0.733 | Crack tip for twisted joint | 1.067 | 1.058 | 1.053 | 1.047 | 1.021 | 1.012 | 0.995 | 0.939 | 0.886 |
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