ICF13A

13th International Conference on Fracture June 16–21, 2013, Beijing, China -8- crack growth-based fatigue life prediction using the Paris equation. A numerical example is presented to demonstrate the validity of the present method. The results show that the predicted fatigue life obtained by the present method agrees well with the analytic solution. Acknowledgements This research was supported by the National Natural Science Foundation of China (51078150) and the State Key Laboratory of Subtropical Building Science, South China University of Technology (2013ZA01). References [1] ASCE, Committee on Fatigue and Fracture Reliability of the Committee on Structural Safety and Reliability of the Structural Division. Fatigue reliability 1-4. J. Struct. Engrg., ASCE, 108 (1982) 3-88. [2] Y.B. Xiang, Z.Z. Lu, Y.M. Liu. Crack growth-based fatigue life prediction using an equivalent initial flaw model. Part I Uniaxial loading. International Journal of Fatigue, 32 (2010) 341-349. [3] M.K. Chryssanthopoulos, T.D. Righiniotis. Fatigue reliability of welded steel structures. Journal of Constructional Steel Research, 62 (2006) 1199-1209. [4] J.C. Newman Jr. The merging of fatigue and fracture mechanics concepts a historical perspective. Progress in Aerospace Sciences, 34 (1998) 347-390. [5] P.C. Paris, F. Erdogan. A critical analysis of crack propagation laws. ASME J Basic Eng, 85 (1963) 528-534. [6] R.G. Forman, V.E. Kearney, R.M. Engle. Numerical analysis of crack propagation in cyclic-loaded structures. Journal of Basic Engineering, 89 (1967) 459-464. [7] W. Elber. Fatigue crack closure under cyclic tension. Engng Fract Mech 2 (1970) 37-45. [8] K. Walker. The effect of stress ratio during crack propagation and fatigue for 2024-T3 and 7075-T6 aluminum. ASTM STP 462, 1970, 1-14. [9] C. Su, D.J. Han. Analysis of elastic plane problems by the spline fictitious boundary element method. Computational Method in Engineering and Science-Theory and Practice, South China University of Technology Press, Guangzhou, PR China, 1997, 538-542. [10] C. Su, D.J. Han. Multi-domain SFBEM and its application in elastic plane problems. Journal of Engineering Mechanics, ASCE, 126 (2000) 1057-1063. [11] C. Su, D.J. Han. Elastic analysis of orthotropic plane problems by the spline fictitious boundary element method. Applied Mathematics and Mechanics, 23 (2002) 446-453. [12] C. Su, D.J. Han. Analysis of raft foundation by spline fictitious boundary element method. Journal of China Civil Engineering, 34(2001) 61-66 (in Chinese). [13] C. Su, C. Zheng. Calculation of stress intensity factors by boundary element method based on Erdogan fundamental solutions. Chinese Joumal of Theoretical and Applied Mechanics, 39 (2007) 93-99 (in Chinese). [14] C. Su, S.W. Zhao, H.T. Ma. Reliability analysis of plane elasticity problems by stochastic spline fictitious boundary element method. Engineering Analysis with Boundary Elements, 36 (2012) 118-124. [15] C. Su, S.W. Zhao, Stochastic spline fictitious boundary element method in elastostatic problems with random fields, Engineering Analysis with Boundary Elements, 36 (2012) 759-77. [16] C. Su, C. Zheng, Probabilistic fracture mechanics analysis of linear-elastic cracked structures by spline fictitious boundary element method, Engineering Analysis with Boundary Elements, 36 (2012) 1828–1837. [17] F. Erdogan. On the stress distribution in a plate with collinear cuts under arbitrary loads. Proc. 4th U. S. National Congress of Applied Mechanics, 1962, 547-553.

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