Fatigue Damage Evaluation of Pile-Supported Bridges under Stochastic Ice Loads

Table 3

500 s cumulative fatigue damage with different water depths (soil strength: 25 kPa).

Position	Position along pile section	Cumulative damage (10^−4)
		H = 30 m (deep)	H = 20 m (medium)	H = 10 m (shallow)
Pile-top	S11	2.492	1.659	0.863
	S12	1.604	1.055	0.475
	S13	0.101	0.084	0.044
	S14	1.479	0.993	0.389
	S15	2.421	1.426	0.822
Seabed	S21	0.157	0.122	0.049
	S22	0.095	0.078	0.028
	S23	0.007	0.004	0.002
	S24	0.079	0.066	0.019
	S25	0.132	0.093	0.026