Limit-load solution for a thick-wall pipe with a circumferential crack under combined tension and bending loads

American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP

Volumn 388, Issue , 1999, Pages 115-120

  Sheng, Simon C F ^a  

^a U S NUCLEAR REGULATORY COMMISSION   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); CRACKS; LOAD TESTING; MATHEMATICAL MODELS; TENSILE TESTING;

CIRCUMFERENTIAL CRACKS; LIMIT LOAD ANALYSIS;

PIPE;

EID: 0033318413     PISSN: 0277027X     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Kanninen, M.F., Zahoor, A., Wilkowski, G., Abou-Sayed, I., Marshall, C., Broek, D., Sampath, S. Rhee, H., and Ahmad, J., 1982, "Instability Predictions for Circumferentially Cracked Type 304 Stainless Steel Pipes Under Dynamic Loading," EPRI NP-2347, Vois 1 and 2, EPRI, USA.
2. Miller, A.G., 1988, "Review of Limit Loads of Structures Containing Defects," Int. J. Pres. & Piping, 32 (197-327).
3. Paris, P.C. and Tada, H. ,1983, "The Application of Fracture Proof Design Methods Using Tearing Instability Theory to Nuclear Piping Postulating Circumferential Through Wall Cracks," NUREG/CR-3464, Del Research Corporation and EG&G Idaho, Inc. for U.S. Nuclear Regulatory Commission, Washington D.C..
4. Zahoor, A. and Norris, D.M., 1984, "Ductile Fracture of Circumferentially Cracked Type-304 Stainless Steel Pipes in Tension," ASME Journal of Pressure Vessel Technology, November 1984, Vol. 106 (399-400).