Collapse characteristics of flexible pipes under external pressure

被引:0
|
作者
Xiaohua Zhu
Qinglong Lei
机构
[1] Southwest Petroleum University,
关键词
Flexible pipe; Collapse; Equivalent model; Finite element;
D O I
暂无
中图分类号
学科分类号
摘要
As offshore oil and gas exploration takes place at greater depths, so more flexible pipes are failing by collapsing. Here, based on finite-element analysis, full and equivalent models of the dry and flooded annulus collapse of flexible pipes are established and compared. The equivalent models that retain the cross-sectional detail of the main resistance metal layer are highly consistent with the full models, thereby validating the equivalent models. The critical load for dry collapse increases with increasing yield strength of the pressure armor layer, but with dry collapse gradually becoming elastic instability. The critical load for flooded annulus collapse is affected strongly by the yield strength of the carcass layer, and the different yield strengths of the pressure armor layer and carcass layer may cause a different mode of flooded annulus collapse. The results indicate that the yield strength of the carcass layer should be emphasized when selecting the metal-layer materials to improve the critical collapse under flooded annulus conditions, while the yield strength of the pressure armor layer should provide the necessary resistance against plastic buckling in dry collapse.
引用
收藏
相关论文
共 50 条
  • [21] On the collapse of dented cylinders under external pressure
    Park, TD
    Kyriakides, S
    [J]. INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1996, 38 (05) : 557 - 578
  • [22] ELASTOPLASTIC COLLAPSE OF TUBES UNDER EXTERNAL PRESSURE
    HEISE, O
    ESZTERGA.EP
    [J]. MECHANICAL ENGINEERING, 1970, 92 (12): : 57 - &
  • [23] Equivalent Calculation of Critical Collapse Pressure of Flexible Pipes and Parametric Analysis of Collapse Influence Factors
    Pang, Guoliang
    Chen, Chaohe
    Shen, Yijun
    [J]. JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE, 2021, 12 (01)
  • [24] Collapse of corroded pipes under external pressure considering corrosion asymmetry, non-uniformity, and initial ovality
    Yan, Sunting
    Tang, Ping
    Chen, Yonggui
    Shen, Xiaoli
    [J]. PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 2023, 237 (16) : 3717 - 3747
  • [25] Collapse of pipes with non-uniform corrosion defects under external pressure: A reverse inversion modeling method
    Li, Tao
    Xie, Peng
    Liu, Shicheng
    [J]. ENGINEERING FAILURE ANALYSIS, 2023, 153
  • [26] Propagation of buckles in sandwich pipes under external pressure
    Pasqualino, I. P.
    Lourenco, M. I.
    Netto, T. A.
    [J]. Proceedings of the 24th International Conference on Offshore Mechanics and Arctic Engineering, Vol 3, 2005, : 609 - 617
  • [27] Buckle propagation of sandwich pipes under external pressure
    Gong, Shunfeng
    Wang, Xipeng
    Zhang, Tao
    Liu, Chengbin
    [J]. ENGINEERING STRUCTURES, 2018, 175 : 339 - 354
  • [28] BUCKLE PROPAGATION OF SANDWICH PIPES UNDER EXTERNAL PRESSURE
    An, C.
    Liu, B. Q.
    Li, T. T.
    Fu, G. M.
    Duan, M. L.
    [J]. INTERNATIONAL JOURNAL OF MARITIME ENGINEERING, 2020, 162 (162): : A25 - A33
  • [29] Buckling initiation and propagation in pipes under external pressure
    Li, Tao
    Xie, Peng
    Li, Xiaotian
    [J]. OCEAN ENGINEERING, 2022, 266
  • [30] BUCKLING OF CLAD PIPES UNDER BENDING AND EXTERNAL PRESSURE
    Vasilikis, Daniel
    Karamanos, Spyros A.
    [J]. OMAE2011: PROCEEDINGS OF THE ASME 30TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, VOL 4: PIPELINE AND RISER TECHNOLOGY, 2011, : 469 - 478