Reliability Analysis of Compressive Fatigue Life of Cement Concrete under Temperature Differential Cycling

Table 9

Fit evaluation of the reliability probability-fatigue life curve.

T	S = 0.70		S = 0.75		S = 0.85
	Fitting degree	Standard deviation (max)	Fitting degree	Standard deviation (max)	Fitting degree	Standard deviation (max)
0	0.9802	0.0121	0.9795	0.0125	0.9674	0.0206
60	0.9885	0.0067	0.9824	0.0106	0.9763	0.0146
120	0.9895	0.0060	0.9851	0.0088	0.9583	0.0191
180	0.9946	0.0030	0.9852	0.0088	0.9879	0.0071
240	0.9988	0.0007	0.9863	0.0080	0.9894	0.0061
300	0.9996	0.0002	0.9883	0.0069	0.9927	0.0041