The fracture mechanics evaluation of tubes and pipes with circumferential degradation typically requires that the plastic limit load capacity be evaluated under a combination of axial force and bending moment loading. Most available analytical solutions are thin-wall approximations and may not work well for heavy-wall applications. The present paper derives an analytical limit load for a cylindrical pipe or tube with a partial circumferential, partial through-wall flaw and its bounding cases (through wall partial circumferential and uniform circumferential part-throughwall flaw). The solution is not in closed form, but can be easily solved with available mathematical software like MathCAD. The obtained limit loads for a steam generator tube are compared to those from simplified analytical solutions. The effect of tube supports on the limit load of a tube with non-axisymmetric flaw is discussed with a simplified model.
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ASME/JSME 2004 Pressure Vessels and Piping Conference
July 25–29, 2004
San Diego, California, USA
Conference Sponsors:
- Pressure Vessels and Piping Division
ISBN:
0-7918-4677-6
PROCEEDINGS PAPER
Analytical Limit Loads for Tube Sections With Circumferential Degradation
W. Reinhardt,
W. Reinhardt
Babcock & Wilcox Canada, Cambridge, ON, Canada
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X. Wang
X. Wang
Carleton University, Ottawa, ON, Canada
Search for other works by this author on:
W. Reinhardt
Babcock & Wilcox Canada, Cambridge, ON, Canada
X. Wang
Carleton University, Ottawa, ON, Canada
Paper No:
PVP2004-2753, pp. 115-124; 10 pages
Published Online:
August 12, 2008
Citation
Reinhardt, W, & Wang, X. "Analytical Limit Loads for Tube Sections With Circumferential Degradation." Proceedings of the ASME/JSME 2004 Pressure Vessels and Piping Conference. Computer Technology and Applications. San Diego, California, USA. July 25–29, 2004. pp. 115-124. ASME. https://doi.org/10.1115/PVP2004-2753
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