Effect of Boundary Conditions of Failure Pressure Models on Reliability Estimation of Buried Pipelines

  • Published : 2003.11.01

Abstract

This paper presents the effect of boundary conditions in various failure pressure models published for the estimation of failure pressure. Furthermore, this approach is extended to the failure prediction with the aid of a failure probability model. The first order Taylor series expansion of the limit state function is used in order to estimate the probability of failure associated with each corrosion defect in buried pipelines for long exposure period with unit of years. A failure probability model based on the von-Mises failure criterion is adapted. The log-normal and standard normal probability functions for varying random variables are adapted. The effects of random variables such as defect depth, pipe diameter, defect length, fluid pressure, corrosion rate, material yield stress, material ultimate tensile strength and pipe thickness on the failure probability of the buried pipelines are systematically investigated for the corrosion pipeline by using an adapted failure probability model and varying failure pressure model.

Keywords

References

  1. Choi, S. C. 'Coating Flaw Prevention of Underground Buried Pipeline,' Gas Safety Joumal, Vol. 26, No. 5, pp. 25 - 33, 2000
  2. Kim, S. H., Kim, J. W. and Kim, K. J. 'ThreeDimensional Dynamic Analysis of Underground Openings Subjected to Explosive Loadings,' Joumal of the Computational Structural Engineering Institute of Korea, Vo1. 10, No.2, pp. 171-178, 1997
  3. Lee, O. S. and Cho, J. U. 'Computer Simulation of the Dynamic Behavior of Three Point Bend Specimen,' KSME International Joumal, Vol. 6, No. 1, pp. 58-62, 1992
  4. Lee, O. S. and Kim, H. J. 'Criterion for Predicting Failure Extemal Corroded Pipeline,' Proceeding of Korea Institute of Industrial Safety, pp. 261 - 266, 1998
  5. Lee, O. S. and Kim, H. J. 'Effect of Extemal Corrosion in Pipeline on Failure Prediction,' Proceeding of Korean Society of Mechanical Engineering, Vol. 23, No. 11, pp. 2096 - 2101, 1999
  6. Lee, O. S. and Choi, S. S'Effect of Circular Cavity on Maximum Equivalent Stress and Stress Intensity Factor at a Crack in Buried Pipeline,' KSME Intemational Joumal, Vol. 13, No. 4, pp. 350 - 357 1999
  7. Lee, O. S. and Pyun, J. S. 'Failure Probability Model of Buried Pipeline,' Joumal of the Korean Society of Precision Engineering, Vol. 18, No. 11, pp. 116 - 123 2001
  8. Caleyo, F., Gonzalez, J. L. and Hallen, J. M, 'A study on the reliability assessment methodology for pipelines with active corrosion defects,' Intemational Joumal of Pressure Vessels and piping, Vol. 79, pp. 77 - 86, 2002 https://doi.org/10.1016/S0308-0161(01)00124-7
  9. Nowak, A. S. and Collins, K. R., 'Reliability of Structures,' Mc Graw Hill, 2000
  10. Mahadevan, S. and Haldar, A., 'Probability, Reliability and Statistical Method in Engineering Design,' John Wiley & Sons, 2000
  11. Lee, 0. S. and Pyun, J. S. 'Failure Probability of Corrosion Pipeline with Varying Boundary Condition,' K.SME Intemational Joumal, Vol. 16, No. 7, pp.889 - 895, 2002