Simultaneous handling of variability and uncertainty in probabilistic and possibilistic failure analysis of corroded pipes

被引:9
|
作者
Singh M. [1 ]
Markeset T. [2 ]
机构
[1] Det Norske Veritas (DNV), Rosenberggata 99
[2] University of Stavanger
关键词
Failure analysis; Pipeline failures; Probability; Reliability analysis; Structural integrity;
D O I
10.1007/s13198-013-0202-5
中图分类号
学科分类号
摘要
Corrosion in the pipes, transporting oil and gas, significantly increases the likelihood of pipe failure due to rupture or leakage under internal pressure. Hence, calculation of the strength of corroded pipes is an important parameter in the development of the maintenance strategy of the pipes. One of the commonly used models for calculating the strength of corroded pipes is the ASME B31G. For calculation this model uses the data about (a) the diameter of the pipe; (b) the wall thickness; (c) the length of corrosion pits; and (d) the depth of corrosion pits. Unfortunately the inspection data of these parameters always contains imperfections of various kinds. This paper presents two different approaches for simultaneously handling the variability and uncertainty in the inspection data for calculating the likelihood of failure of corroded pipes. The first approach is the probabilistic approach based on the concept of two-dimensional Monte Carlo simulation. The second approach is the possibilistic approach. In the possibilistic approach the variability and uncertainty membership functions are combined to obtain the possibility distribution function of a variable. These resultant membership functions are used to calculate the possibility and necessity measures of failure. The possibility and necessity measures are, respectively, more and less conservative than the probability of failure. © 2013 The Society for Reliability Engineering, Quality and Operations Management (SREQOM), India and The Division of Operation and Maintenance, Lulea University of Technology, Sweden.
引用
收藏
页码:43 / 54
页数:11
相关论文
共 38 条
  • [31] Probabilistic recovery resilience model of mooring failure accident based on correlated schedule-uncertainty analysis
    Wu, Jingyi
    Yu, Yang
    Zeng, Qingze
    Wu, Shibo
    Zhao, Mingren
    Li, Zhenmian
    Yu, Jianxing
    OCEAN ENGINEERING, 2023, 274
  • [32] Non-probabilistic system reliability analysis of structures with interval uncertainty considering correlated failure modes
    Mu, Yongxiang
    Wang, Xiaojun
    Gong, Jinglei
    ENGINEERING STRUCTURES, 2025, 324
  • [33] Probabilistic analysis of overall strength of a cement-treated soil column considering statistical uncertainty and spatial variability
    Namikawa, Tsutomu
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2021, 45 (06) : 794 - 814
  • [34] Probabilistic hazard analysis of rainfall-induced landslides at a specific slope considering rainfall uncertainty and soil spatial variability
    Liu, Xin
    Wang, Yu
    COMPUTERS AND GEOTECHNICS, 2023, 162
  • [35] UNCERTAINTY ANALYSIS OF ROCK FAILURE BEHAVIOUR USING AN INTEGRATION OF THE PROBABILISTIC COLLOCATION METHOD AND ELASTO-PLASTIC CELLULAR AUTOMATON
    Pengzhi Pan
    Fangsheng Su
    Haijun Chen
    Shilin Yan
    Xiating Feng
    Fei Yan
    ActaMechanicaSolidaSinica, 2015, 28 (05) : 536 - 555
  • [36] UNCERTAINTY ANALYSIS OF ROCK FAILURE BEHAVIOUR USING AN INTEGRATION OF THE PROBABILISTIC COLLOCATION METHOD AND ELASTO-PLASTIC CELLULAR AUTOMATON
    Pan, Pengzhi
    Su, Fangsheng
    Chen, Haijun
    Yan, Shilin
    Feng, Xiating
    Yan, Fei
    ACTA MECHANICA SOLIDA SINICA, 2015, 28 (05) : 536 - 555
  • [37] Uncertainty Analysis of Rock Failure Behaviour Using an Integration of the Probabilistic Collocation Method and Elasto-Plastic Cellular Automaton
    Pengzhi Pan
    Fangsheng Su
    Haijun Chen
    Shilin Yan
    Xiating Feng
    Fei Yan
    Acta Mechanica Solida Sinica, 2015, 28 : 536 - 555
  • [38] Fully analytical method for probabilistic stability analysis of the rainfall-induced landslide considering variability of saturated hydraulic conductivity and rainfall uncertainty
    Wei, Xiaoyang
    Liu, Yibiao
    Ren, Weizhong
    Cai, Simin
    Xu, Wenhui
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2024, 83 (09)