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Engineering measures for preventing upheaval buckling of buried submarine pipelines
  • ISSN号:0253-4827
  • 期刊名称:《应用数学和力学:英文版》
  • 时间:0
  • 分类:TU723.3[建筑科学—建筑技术科学] TE973.92[石油与天然气工程—石油机械设备]
  • 作者机构:[1]StateKeyLaboratoryofHydraulicEngineeringSimulationandSafetyjTianjinUniversity,Tianjin300072,P.R.China, [2]SchoolofEngineeringDesign,PennsylvaniaStateUniversity,UniversityPark,PA16802,Pennsylvania,USA
  • 相关基金:Project supported by the Foundation for Innovative Research Groups of the National Natural Science Foundation of China (No. 51021004), the National Natural Science Foundation of China (No. 40776055), and the Foundation of the State Key Laborary of Ocean Engineering (No. 1002)
中文摘要:

In-service hydrocarbons must be transported at high temperature and high pressure to ease the flow and to prevent the solidification of the wax fraction.The high temperature and high pressure will induce the additional stress in the pipeline,which results in the upheaval buckling of the pipeline.If such expansion is resisted,e.g.,by the frictional effects of the foundation soil over a kilometer or of a pipeline,the compressive axial stress will be set up in the pipe-wall.When the stress exceeds the constraint of the foundation soil on the pipeline,suddenly-deforming will occur to release the internal stress,similar to the sudden deformation of the strut due to stability problems.The upheaval buckling may jeopardize the structural integrity of the pipeline.Therefore,effective engineering measures against this phenomenon play an important role in the submarine pipeline design.In terms of the pipeline installation and protection measures commonly used in Bohai Gulf,three engineering measures are investigated in great details.An analytical method is introduced and developed to consider the protection effect of the anti-upheaval buckling of the pipeline.The analysis results show that the amplitude of the initial imperfection has a great effect on the pipeline thermal upheaval buckling.Both trenching and burial and discrete dumping are effective techniques in preventing the pipeline from buckling.The initial imperfection and operation conditions of the pipelines determine the covered depth and the number of layers of the protection measures.

英文摘要:

In-service hydrocarbons must be transported at high temperature and high pressure to ease the flow and to prevent the solidification of the wax fraction. The high temperature and high pressure will induce the additional stress in the pipeline, which results in the upheaval buckling of the pipeline. If such expansion is resisted, e.g., by the frictional effects of the foundation soil over a kilometer or of a pipeline, the compressive axial stress will be set up in the pipe-wall. When the stress exceeds the constraint of the foundation soil on the pipeline, suddenly-deforming will occur to release the internal stress, similar to the sudden deformation of the strut due to stability problems. The upheaval buckling may jeopardize the structural integrity of the pipeline. Therefore, effective engineering measures against this phenomenon play an important role in the submarine pipeline design. In terms of the pipeline installation and protection measures commonly used in Bohai Gulf, three engineering measures are investigated in great details. An analytical method is introduced and developed to consider the protection effect of the anti-upheaval buckling of the pipeline. The analysis results show that the amplitude of the initial imperfection has a great effect on the pipeline thermal upheaval buckling. Both trenching and burial and discrete dumping are effective techniques in preventing the pipeline from buckling. The initial imperfection and operation conditions of the pipelines determine the covered depth and the number of layers of the protection measures.

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期刊信息
  • 《应用数学和力学:英文版》
  • 主管单位:交通部
  • 主办单位:上海大学
  • 主编:周哲玮
  • 地址:上海市宝山区上大路99号上海大学122信箱
  • 邮编:200444
  • 邮箱:amm@department.shu.edu.cn
  • 电话:021-66135219 66165601
  • 国际标准刊号:ISSN:0253-4827
  • 国内统一刊号:ISSN:31-1650/O1
  • 邮发代号:
  • 获奖情况:
  • 上海市优秀科技期刊一等奖,中国期刊方阵“双效”期刊
  • 国内外数据库收录:
  • 美国数学评论(网络版),波兰哥白尼索引,德国数学文摘,荷兰文摘与引文数据库,美国工程索引,美国科学引文索引(扩展库),英国科学文摘数据库,日本日本科学技术振兴机构数据库,美国应用力学评论
  • 被引量:541