Properties of unbonded flexible pipe under axial force

被引:0
|
作者
Wang, Wei [1 ]
Sun, Lei [2 ]
Liu, Yang [3 ]
机构
[1] Harbin Engn Univ, Coll Shipbldg Engn, Harbin 150001, Peoples R China
[2] Daqing Oilfield Ltd Co, IT Ctr Mat Grp, Daqing 163712, Peoples R China
[3] Harbin Turbine Co Ltd, Turbine Technol Res Ctr Inst, Res Inst, Harbin 150046, Peoples R China
基金
中国国家自然科学基金;
关键词
Flexible Pipe; Unbonded; Axial Force; Contact; Friction; STRUCTURAL BEHAVIOR;
D O I
10.4028/www.scientific.net/AMM.651-653.1004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Flexible pipes, which can be divided into bonded and unbonded types, have been used for years in the oil industry. An unbonded structure presents a large interest in offshore production as they allow to realize simple liaison between the seafloor and the surface. In the present paper, an unbonded flexible pipe under axial force has been analyzed by finite element (FE) method in which eight layers of the unbonded flexible pipe have established. Solid and shell elements are used to simulate the layers. In the FE model, all layers are modeled separately with contact and friction interfaces between each layer. The numerical results are compared to the literature's results, which shows very good agreement with numerical and other existing results, have validated the use of the given model. It might provide practical and technical support for the application of flexible steel pipes.
引用
收藏
页码:1004 / +
页数:3
相关论文
共 50 条
  • [41] Numerical model to simulate tensile wire Behavior in unbonded flexible pipe during bending
    Zhang, Yanqiu
    Qiu, Lun
    Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering, Vol 3, 2007, : 17 - 29
  • [42] Numerical analysis of the composite "ball-and-socket" carcass design for unbonded flexible pipe
    Billah, A. F.
    Mustaffa, Z.
    Albarody, B. T. M. B.
    ENGINEERING CHALLENGES FOR SUSTAINABLE FUTURE, 2016, : 521 - 525
  • [43] A finite element analysis for unbonded flexible risers under torsion
    Bahtui, A.
    Bahai, H.
    Alfano, G.
    JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME, 2008, 130 (04):
  • [44] Higher order effects on bending of helical armor wire inside an unbonded flexible pipe
    Tan, Zhimin
    Case, Michael
    Sheldrake, Terry
    Proceedings of the 24th International Conference on Offshore Mechanics and Arctic Engineering, Vol 3, 2005, : 447 - 455
  • [45] Stress and deformation mechanism of jacking prestressed concrete cylinder pipe under axial jacking force
    School of Civil Engineering, Chongqing University, Chongqing
    400045, China
    不详
    400045, China
    Eng. Fail. Anal.,
  • [46] Stress and deformation mechanism of jacking prestressed concrete cylinder pipe under axial jacking force
    Zhong, Zuliang
    Wang, Qunli
    Xiong, Yidan
    ENGINEERING FAILURE ANALYSIS, 2024, 159
  • [47] HELICAL WIRE BEHAVIOR OF UNBONDED FLEXIBLE PIPES UNDER BENDING
    Lu, Yutian
    Yan, Huibin
    Bai, Yong
    Cheng, Peng
    PROCEEDINGS OF THE ASME 34TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2015, VOL 5A, 2015,
  • [48] Analysis of the axial tensile and compressive stiffness of an unbonded flexible riser containing a composite layer
    Liu Q.
    Xue H.
    Tang W.
    Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University, 2020, 41 (04): : 500 - 505
  • [49] DESIGN METHODOLOGY FOR AXIAL FORCE RESPONSE OF PIPE-IN-PIPE - A PROBABILISTIC APPROACH
    Fyrileiv, Olav
    Marley, Mark
    Pettersen, Sune
    OMAE2011: PROCEEDINGS OF THE ASME 30TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, VOL 4: PIPELINE AND RISER TECHNOLOGY, 2011, : 191 - 198
  • [50] Mechanical Properties of Flexible Structureswith Helical Reinforcements under Axial Load
    Huang, Wei
    Shan, Jian
    Weng, Zhenjiang
    ADVANCED MECHANICAL DESIGN, PTS 1-3, 2012, 479-481 : 937 - 943