INFLUENCE OF LINED PIPE FABRICATION ON LINER WRINKLING

被引:0
|
作者
Gavriilidis, Ilias [1 ]
Karamanos, Spyros A. [1 ,2 ]
机构
[1] Univ Edinburgh, Inst Infrastruct & Environm, Sch Engn, Edinburgh EH9 3JG, Midlothian, Scotland
[2] Univ Thessaly, Dept Mech Engn, Volos 38334, Greece
基金
英国工程与自然科学研究理事会;
关键词
BI-MATERIAL PIPE; COLLAPSE;
D O I
暂无
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
An economical method to protect offshore pipelines against corrosive ingredients of hydrocarbons is a double-walled (also called "lined" or "bi-metallic") pipe, in which a thick-walled low-alloy carbon steel ("outer pipe") is lined internally with a thin layer ("liner pipe") from a corrosion resistant alloy material. During the deep-water installation, a lined pipe is subjected to severe plastic loading, which may result in detachment of the liner pipe from the outer pipe forming short-wave wrinkles, followed by local buckling. In the current study, alternative lined pipe manufacturing processes are investigated, including elastic, plastic hydraulic and thermo-hydraulic expansion of the outer pipe, for different initial gaps between the two pipes. The problem is solved numerically, accounting for geometric non-linearities, local buckling phenomena and elastic-plastic material behaviour for both the liner and outer pipe. Two types of numerical models are developed, a quasi-two-dimensional model, examining the mechanical bonding between the pipes, and a three-dimensional model, repeating the manufacturing process and investigating its effect on the mechanical behaviour of a lined pipe subjected to monotonic bending. In addition, the influence of initial geometric imperfections on liner pipe buckling is investigated, showing the imperfection sensitivity of the lined pipe bending behaviour, for each fabrication process.
引用
收藏
页数:10
相关论文
共 50 条
  • [1] LINER WRINKLING OF LINED PIPE UNDER COMPRESSION, A NUMERICAL AND EXPERIMENTAL INVESTIGATION
    Hilberink, A.
    Gresnigt, A. M.
    Sluys, L. J.
    [J]. PROCEEDINGS OF THE ASME 29TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING 2010, VOL 5, PTS A AND B, 2010, : 311 - 322
  • [2] PREDICTION OF LINER WRINKLING DURING HIGH STRAIN BENDING OF MECHANICALLY LINED PIPE
    Pepin, Aurelien
    Tkaczyk, Tomasz
    Martinez, Michael
    O'Dowd, Noel
    Nikbin, Kamran
    [J]. PROCEEDINGS OF THE ASME 38TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2019, VOL 5B, 2019,
  • [3] MEASUREMENT OF LINED PIPE LINER IMPERFECTIONS AND THE EFFECT ON WRINKLING AND COLLAPSE UNDER BENDING
    Harrison, Benjamin
    Yuan, Lin
    Kyriakides, Stelios
    [J]. PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 5, 2016,
  • [4] WRINKLING FAILURE OF LINED PIPE UNDER BENDING
    Yuan, Lin
    Kyriakides, Stelios
    [J]. PROCEEDINGS OF THE ASME 32ND INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING - 2013, VOL 4B, 2013,
  • [5] Liner buckling during reeling of lined pipe
    Yuan, Lin
    Kyriakides, Stelios
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2020, 185 : 1 - 13
  • [6] Axisymmetric wrinkling of snug-fit lined pipe
    Peek, R.
    Hilberink, A.
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2013, 50 (7-8) : 1067 - 1077
  • [7] Liner wrinkling in offshore steel lined pipes during reeling installation
    Gavriilidis, Ilias
    Karamanos, Spyros A.
    [J]. THIN-WALLED STRUCTURES, 2021, 166
  • [8] Simulation and experimental study on liner collapse of lined composite pipe
    Gu, Tianping
    Lian, Zhanghua
    Dou, Yihua
    Wu, Ze
    Li, Guoping
    [J]. INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2024, 207
  • [9] WRINKLING AND COLLAPSE OF GIRTH-WELDED LINED PIPE UNDER BENDING
    Yuan, Lin
    Kyriakides, Stelios
    [J]. 33RD INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2014, VOL 6A: PIPELINE AND RISER TECHNOLOGY, 2014,
  • [10] Liner wrinkling and collapse of bi-material pipe under bending
    Yuan, Lin
    Kyriakides, Stelios
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2014, 51 (3-4) : 599 - 611