4MADSEN H O, SORENSEN J D. Probability-based optimization of fatigue design, inspection and maintenance[J]. Integrity of Offshore Structures,1990(4) :421-438.
5KIEFNER J F,MAXEY W A, EIBER R J, et al. ASTM STP 536 Failure stress levels of flaws in pressurized cylinders. Progress in Flaw Growth and Fracture Toughness Testing[S]. [S. l.] : American Society for Testing and Materials, 1973 :461-481.
6RODRIGUEZ E S, PROVAN J W. Developmeot of a general failure control system for estimating the reliability of de teriorating structures[J]. Corrosion, 1989, 45 (3): 193- 206.
7MADSEN H O,KRENK S, LIND N C. Methods of structural safety[M]. Englewood Cliffs: Prentice-Hall, 1986.
8A Supplement to ASME B31 Code for Pressure Piping. ASME-B31G Manual for determining the Remaining Strength of Corroded Pipelines[S]. New York: American Society for Mechanical Engineers, 1991.
9TORNG T Y,WIRSCHING P H. Fatigue and fracture reliability and maintainability process [J].ASCE, 1991,117 (12) :3805 -3822.
10AI Crouch, Richard Anglisano, Mohammed Jaarah. Quantitative field evaluation of magneticflux-leakage and ultranic in-line inspection [J]. Pipe&Pipelines International, 1996, 41 (4): 23-31.
