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The safety of offshore pipeline has drawn a great deal of attention during deepwater installation due to the combined actions of high external pressure, axial tension, and bending moment. Meanwhile, the pipeline configuration has a remarkable effect on the structural behaviour of the tube. The special studies focus on the deepwater S-lay technique in the present paper. The stiffened catenary theory is applied to establish the static equilibrium governing differential equation of a pipe element, and the solution equations of the total pipeline configuration from a lay-barge over a stinger to the seabed are derived. The numerical iteration method for solving pipeline configuration is described in detail, and the corresponding program is developed to conduct the analysis of effects of various parameters such as laying water depth, pipe diameter, thickness of concrete weighted coating layer, stinger length, control strain, and axial tension on pipeline configuration. The results show that the laying water depth, the submerged weight of the pipe, and the axial tension are the critical factors influencing pipeline configuration. In addition, geometrical parameters of the stinger such as length, radius, and shape have an important effect on the pipe-laying capacity of the vessel. The validity of the program is further verified by means of a comparison with results obtained from the commercial finite element software OFFPIPE. 相似文献
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An Overview of Deepwater Pipeline Laying Technology 总被引：1，自引：0，他引：1
The technology and methods involved in pipeline laying in shallow water have evolved to the level of routine and commonplace. However, regarding the unexpected deepwater complexity, the traditional pipeline laying techniques have to confront many new challenges arisen from the increase of the water depth, diameter of the pipe and the welding difficuhy, all of which should be modified and/or innovated based on the existed mature experiences. The purpose of this investigation is to outline the existing and new engineering laying techniques and the associated facilities, which can provide some significant information to the related research. In the context, the latest deepwater pipeline laying technology and pipe laying barges of the renowned companies from Switzerland, Norway, Italy etc., are introduced and the corresponding comparison and discussion are presented as well. 相似文献
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Stability design of submarine pipelines is a very important procedure in submarine pipeline engineering design. The calculation of hydrodynamic forces caused by waves and currents acting on marine pipelines is an essential step in pipeline design for stability. The hydrodynamic forces-induced instabilities of submarine pipelines should be regarded as a wave/ current-pipeline-seabed interaction problem. This paper presents a review on hydrodynamic forces and stability research of submarine pipelines under waves and currents. The representative progress including the improved design method and guideline has been made for the marine pipelines engineering design through experimental investigations, numerical simulations and analytical models. Finally, further studies on this issue are suggested. 相似文献
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Pipes inevitably encounter high ambient pressure and bending moment during the deepwater pipe-laying process,which can lead to elliptical buckling and even deterioration failure.For the safety of pipe-laying operation,available formalas for the pipe stability are established on the basis of the assumption of uniform deformation along the tube length and symmetrical buckling.This method can predict the nonlinear rcsponse of elliptical collapse of steel circular tubes for different ratios of diameter to thickness (D/t) under pure bending or combined bending and external pressure.In these formulas,the strain-displacement relationship is deduced from the nonlinear ring theory,and the Ramberg-Osgood constitutive model is applied to simulate the inelastic material behavior.Meanwhile,the principle of virtual work is adopted to derive the equilibrium equations.A set of equations is solved by the Newton-Raphson method,and the iterative scheme contains nested iteration for the constitutive relation.In order to check the effectiveness of this theoretical method,illustrative examples are presented in this paper.Besides,the numerical simulation is carried out by use of ANSYS.A comparison of the results shows that the theoretical method can provide reasonable prediction for engineering practice. 相似文献
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海底管道完整性管理研究 总被引：2，自引：0，他引：2
海底管道完整性管理是指海底管道运营商持续地对管道潜在的风险因素进行识别和评价,并采取相应的风险控制对策,将管道运行的风险水平始终控制在合理和可接受的范围之内。管道完整性管理就是对影响管道完整性的各种潜在因素进行综合的、一体化的管理。目前,在我国,海底管道的完整性管理处于起步阶段,文中对当前海底管道完整性管理的基本理念、基本内容和基本技术等进行了研究。 相似文献
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深水海底管道S型铺设参数敏感性分析 总被引：5，自引：0，他引：5
以深水海底管道S型铺管法为研究对象,运用悬链线理论建立管道的静平衡微分方程,通过理论分析给出了迭代求解管道整体形态的数值计算方法,并开发相应的计算分析程序,分析了不同参数对张紧器张力和管道极限铺设水深的影响.结果表明,随着管道铺设水深、管径和壁厚、混凝土配重层厚度的增加,所需张紧器张力明显增大;当托管架底部倾角较大时,控制应变越大管道所需张力越小;当托管架底部倾角较小时,管道初始倾角越大、托管架半径越小管道所需张力越小.此外,管道的浮重度、托管架长度和半径、张紧器张拉能力、管道初始倾角对极限铺设水深有着重要的影响. 相似文献
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