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防止温度应力下海底管线发生整体屈曲的工程措施研究 被引量:9

Engineering Measures for Preventing Upheaval Buckling of Buried Submarine Pipelines
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摘要 为减小油气输送难度和避免原油固化,石油、天然气通常在高温高压下输送.输送过程中的高温和高压导致海底管线中产生较大的附加应力,附加应力的不断累积造成管线发生整体屈曲.对于埋地的海底管线通常会产生竖向屈曲大变形而影响使用甚至破坏.因此,需对有可能产生整体屈曲的管线采取工程防护措施.结合我国海洋工程中管线常用的铺设及保护措施,对处于保护状态下管线由温度应力引起的整体屈曲特性进行理论分析和数值推导,对沟槽保护、沟槽掩埋保护以及压块保护措施的有效性进行了系统分析和对比. In-service hydrocarbons must be transported at high temperature and pressure to ease the flow and prevented solidification of the wax fraction.High temperature and pressure induced addition stress in the pipeline,and its accumulation will cause upheaval buckling of the pipeline.If such expansion is resisted,for example by frictional affects of the foundation soil over a kilometer or so of pipeline,compressive axial stress will be set up in the pipe-wall.When the value exceeds the constraint of foundation soil on the pipeline,sudden deformation will occur to release internal stress,which is similar to the sudden deformation of strut due to stability problems.The upheaval buckling may jeopardize the structural integrity of the pipeline.Therefore,the effective engineering measure against this phenomenon plays an important role in submarine pipeline design.In terms of the pipeline installation and protection measures commonly used in Bohai Gulf,three engineering measures was investigated in great details.The analytical method was introduced and developed to consider the protection effect of anti-upheaval buckling of the pipeline.The analyzing results showed that the amplitude of initial imperfection had a great effect on the pipeline thermal upheaval buckling.Both trenching and burial and discrete dumping were effective on preventing the pipeline from buckling.The initial imperfection and operation conditions of the pipelines determined the covered depth and the number of layers of protection measures.
出处 《应用数学和力学》 CSCD 北大核心 2012年第6期740-753,共14页 Applied Mathematics and Mechanics
基金 国家自然科学基金创新研究群体科学基金资助项目(51021004) 国家自然科学基金资助项目(40776055) 上海交通大学海洋工程国家重点实验室研究基金资助项目(1002)
关键词 海底埋地管线 温度应力 整体屈曲 保护措施 submarine buried pipeline thermal stress upheaval buckling protection measures
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  • 1[1]T Sarpkaya. Forces on Cylinders and Spheres in a Sinusoidally Oscillating Fluid[J]. ASME Journal of Applied Mechanics,1975,42(1):32~37
  • 2[2]D J Maull,S G Norman. A Horizontal Circular Cylinder Under Waves,Mechanics of Wave-Induced forces on Cylinder[M]. T L Shaw,1979,359~398
  • 3[3]T Sarpkaya. In-line and Transverse Forces on Cylinders near a wall in Oscillatory Flow at High Reynolds Numbers[J]. OTC 1977:2898
  • 4[4]V Sundar,V Vengatesan G. Anandkumar and A. Schlenkhoff. Hydrodynamic Coefficients for Inclined Cylinders[J]. Ocean Engineering, 1998,25 (4~ 5) :277~294
  • 5[5]V Vengatesan, K S Varyani, N Barltrop. An Experimental Investigation of Hydrodynamic Coefficients for a Vertical Truncated Rectangular Cylinder due to Regular and Random Waves [J]. Ocean Engineering Volume, 2000,27 (3): 291 ~ 313
  • 6[6]J R Chaplin,K Subbiah. Large Scale Horizontal Cylinder Forces in Waves and Current[J]. Applied ocean Research , 1997,19(3~4) :211~223
  • 7Taylor N, Gan A B. Submarine pipeline buckling-imperfection studies [ J ]. Thin- Walled Structures, 1986,4 (4) : 295-323.
  • 8Temdrup P P. Equilibrium of offshore cables and pipelines during laying [ J ]. Int Shipbuilding Progress, 1975,22 (12) :399--408.
  • 9Hobbs R E. The effect of soil modulus on pipeline stress[ J ]. Journal of the Transportation Engineering Division,ASCE, 1980,106( 11 ) :775-786.
  • 10Temdrup P P, Juncher J J. Buckling behaviour of imperfect spherical shells subjected to different load conditions [ J ].Thin Walled Structure, 1995,23 ( 14 ) :41-55.

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  • 1Bai Y. Subsea Pipelines and Risers[ M]. Elsevier Science Ltd, 2005.
  • 2Szczotka M. Pipe laying simulation with an active reel drive[ J ]. Ocean Engineering, 2010, 37 (7) :539-548.
  • 3Kyriakides S, Ok A, Corona E. Localization and propagation of curvature under pure bending in steel tubes with Luders bands [ J ]. International Journal of Solids and Structures, 2008, 45(10) :3074-3087.
  • 4Fonseca E M M, Melo F. Numerical solution of curved pipes submitted to in-plane loading conditions[ J]. Thin-Walled Structures, 2010, 48 (2) : 103-109.
  • 5Brazier L G. On the flexure of thin cylindrical shells and other thin sections [ C ]//Proc Roy Soc A, 1927, 116 (773) : 104-114.
  • 6Silvestre N. Non-linear curling of wide single-flange steel panels[ J]. Journal of Construction- al Steel Research, 2009, 65 ( 3 ) : 509-522.
  • 7Li L, Kettle R. Nonlinear bending response and buckling of ring-stiffened cylindrical shells un- der pure bending [ J ]. International Journal of Solids and Structures, 2002, 39 (3) :765-781.
  • 8Karamanos S A. Bending instabilities of elastic tubes[ J]. International Journal of Solids and Structures, 2002, 39 ( 8 ) : 2059-2085.
  • 9Olso E, Kyriakides S. Internal ring buckle arrestors for pipe-in-pipe systems[ J ]. Internation- al Journal of Non-Linear Mechanics, 2003, 38(2) :257-284.
  • 10Guarracino F. On the analysis of cylindrical tubes under flexure: theoretical formulations, ex- perimental data and finite element analyses [ J ]. Thin-Walled Structures, 2003, 41(2/3 ) : 127- 147.

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