FEA of Effects Induced by Diurnal Temperature Variation on Downstream Surface of Xiaowan Arch Dam

<div>Stress contour at the downstream side of Xiaowan arch dam in winter (68 h): (a) the maximum principal stress and (b) the <i>Z</i>-direction stress.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: FEA of Effects Induced by Diurnal Temperature Variation on Downstream Surface of Xiaowan Arch Dam 