Reference Stress Based Approach to Predict Failure Strength of Pipes With Local Wall Thinning Under Single Loading
Author:
Kim Yun-Jae1, Shim Do-Jun2, Lim Hwan2, Kim Young-Jin2
Affiliation:
1. Department of Mechanical Engineering, Korea University, 1-5 Ka, Anam-dong, Sungbuk-gu, Seoul 136-701, Korea 2. SAFE Research Center, School of Mechanical Engineering, Sungkyunkwan University, 300 Chunchun-dong, Jangan-gu, Suwon, Kyonggi-do 440-746, Korea
Abstract
This paper proposes a new method to estimate failure strength of a pipe with local wall thinning. The method is based on the equivalent stress averaged over the minimum ligament in the locally wall thinned region. The highlight of the proposed method is to propose a simple scheme to estimate the equivalent stress in the minimum ligament. Inspired by the reference stress method for approximate creep stress analysis, approximate estimation equations are proposed for the equivalent stress in the minimum ligament, which are then calibrated using detailed elastic-plastic three-dimensional FE analysis. Remarkably the resulting estimation equations are found to be insensitive not only to pipe and defect geometries but also to material. Comparison of failure loads, predicted according to the proposed method, with published test data for corroded pipes shows excellent agreement, which provides confidence in the use of the proposed method to assess local wall thinning in pipes. Furthermore, the proposed method is conceptually simple and thus easy to be extended to more complex situations.
Publisher
ASME International
Subject
Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality
Reference21 articles.
1. ANSI/ASME B31.G, 1991, “Manual for Remaining Strength of Corroded Pipelines,” American Society of Mechanical Engineers, New York. 2. American Society of Mechanical Engineer, 1998, “Requirement for Analytical Evaluation of Pipe Wall Thinning,” ASME B&PV Code Sec. XI, Division 1, Code Case N-597, ASME, New York. 3. Roy, S., Grigory, S., Smith, M., Kanninen, M. F., and Anderson, M., 1997, “Numerical Simulations of Full-Scale Corroded Pipe Tests with Combined Loading,” ASME J. Pressure Vessel Technol., 119, pp. 457–466. 4. Miyazaki, K., Kanno, S., Ishiwata, M., Hasegawa, K., Ahn, S. H., and Ando, K., 2002, “Fracture and General Yield for Carbon Steel Pipes with Local Wall Thinning,” Nucl. Eng. Des., 211, pp. 61–68. 5. Smith, M. Q., and Waldhart, C. J., 2000, “Combined Loading Tests of Large Diameter Corroded Pipelines,” Proc. Int. Pipeline Conf., 2, pp. 769–779.
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