Research Article
Reliability Analysis of Compressive Fatigue Life of Cement Concrete under Temperature Differential Cycling
Figure 4
Pf–S–N relationship of cement concrete after different temperature differential cycling. (a) T = 0, (b) T = 60, (c) T = 120, (d) T = 180, (e) T = 240, and (f) T = 300.
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| (b) |
| (c) |
| (d) |
| (e) |
| (f) |