Influence of Reel Lay on Residual Stress and Ultimate Bearing Capacity of Pipe

被引:0
|
作者
Liao Hongqian [1 ]
Wang Liquan [1 ]
机构
[1] Harbin Engn Univ, Coll Mech & Elect Engn, Harbin 150001, Peoples R China
关键词
Reel Lay; Residual Stress; Ultimate Bearing Capacity; FEM; EXTERNAL-PRESSURE;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Reel lay is a fast and cost-effective way to install subsea pipelines. During reel lay, pipe's repeated plastic bending produces residual stress, which has influence on pipe's ultimate bearing capacity. First, the deformation of pipe in reel lay is analyzed, and the cyclic bending stages are simplified for convenience of theoretical research. Based on the finite element method (FEM), the Ramberg-Osgood model is adopted to describe material's mechanical property with kinematic hardening rule, and five bending stages are simulated. Further, the influence of material parameters and geometry parameters on pipe's residual stress is studied. Finally, the effect of residual stress on pipe's external pressure bearing capacity and tensile capacity is analyzed. Some important conclusions can be drawn: (1) the influence of diameter-thick ratio on residual stress is small, and material parameters' effect on the residual stress is large; (2) the influence of residual stress on pipe's external pressure bearing capacity is small, but its influence on tensile capacity is large.
引用
收藏
页码:38 / 43
页数:6
相关论文
共 50 条
  • [41] Ultimate capacity of partially plugged pipe pile in sand
    Verma, Aparna
    Ali, Jawaid S. M.
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2022, 7 (01)
  • [42] Ultimate bending capacity of pipe with arbitrary corrosion defects
    Chen, Yan-Fei
    Li, Xin
    Zhou, Jing
    Gongcheng Lixue/Engineering Mechanics, 2009, 26 (11): : 190 - 196
  • [43] ULTIMATE CAPACITY OF PIPE BENDS UNDER BENDING AND PRESSURE
    Pappa, Patricia
    Tsouvalas, Dimitris
    Karamanos, Spyros A.
    Houliara, Sotiria
    PROCEEDINGS OF THE 27TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING - 2008, VOL 3, 2008, : 279 - 287
  • [44] Ultimate capacity of partially plugged pipe pile in sand
    Aparna Verma
    Jawaid S. M. Ali
    Innovative Infrastructure Solutions, 2022, 7
  • [45] Ultimate bending capacity of perforated pipe cross sections
    Knupp A.B.
    Vaz M.A.
    Cyrino J.C.R.
    Marine Systems & Ocean Technology, 2019, 14 (1) : 34 - 41
  • [46] A Study of PHC Pipe Pile Vertical Ultimate Bearing Capacity Calculation Method and its Numerical Simulation Analysis
    Zhou, Xin
    Fang, Guangxiu
    INTERNATIONAL CONFERENCE ON ENGINEERING TECHNOLOGY AND APPLICATION (ICETA 2015), 2015, 22
  • [47] Study on the Influence of Water Immersion in Loess Stratum on the Bearing Capacity of Foundation Bearing Layer of Pipe Gallery
    Pan, Xiaoting
    Ma, Huabing
    Zhou, Haicheng
    Zhu, Li
    Shan, Hongwei
    GEOFLUIDS, 2022, 2022
  • [48] Evolution of pipe properties during reel-lay process: Experimental characterisation and finite element modelling
    Martinez, Michael
    Brown, George
    PROCEEDINGS OF THE 24TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING, VOL 3, 2005, : 419 - 429
  • [49] INFLUENCE OF RELATIVE DENSITY AND STRESS LEVEL ON THE BEARING CAPACITY OF SANDS
    SIMONINI, P
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1993, 17 (12) : 871 - 890