Since pipe bend has a characteristic that extrados becomes thinner and intrados thicker after fabrication process, it can be expected to be vulnerable to extrados wall thinning due to corrosion or erosion during its operation. In this paper, limit loads of pipe bend with the thinning are computed under the loading conditions of internal pressure and bending moment. Several case studies with varying geometries and wall thinning shapes are presented. The difference in the limit loads behavior between pipe bend and welded elbow is also reviewed. The calculated plastic limit loads of pipe bend are compared with other research results for the welded elbow. The results show that pipe bend can be applied to safety-related piping systems as far as the internal pressure and bending moment only are considered.
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2014 22nd International Conference on Nuclear Engineering
July 7–11, 2014
Prague, Czech Republic
Conference Sponsors:
- Nuclear Engineering Division
ISBN:
978-0-7918-4589-9
PROCEEDINGS PAPER
Limit Load Analysis of Pipe Bend With Extrados Wall Thinning
TaeRyong Kim,
TaeRyong Kim
KEPCO International Nuclear Graduate School, Ulsan, Republic of Korea
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ChangKyun Oh
ChangKyun Oh
KEPCO International Nuclear Graduate School, Ulsan, Republic of Korea
Search for other works by this author on:
TaeRyong Kim
KEPCO International Nuclear Graduate School, Ulsan, Republic of Korea
ChangKyun Oh
KEPCO International Nuclear Graduate School, Ulsan, Republic of Korea
Paper No:
ICONE22-31000, V001T01A023; 6 pages
Published Online:
November 17, 2014
Citation
Kim, T, & Oh, C. "Limit Load Analysis of Pipe Bend With Extrados Wall Thinning." Proceedings of the 2014 22nd International Conference on Nuclear Engineering. Volume 1: Plant Operations, Maintenance, Engineering, Modifications, Life Cycle and Balance of Plant; Nuclear Fuel and Materials; Plant Systems, Structures and Components; Codes, Standards, Licensing and Regulatory Issues. Prague, Czech Republic. July 7–11, 2014. V001T01A023. ASME. https://doi.org/10.1115/ICONE22-31000
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