海底椭圆管道在扭矩和水压作用下的屈曲压溃研究  

Buckling Collapse of Subsea Oval Pipeline Under Torsion and Hydrostatic Pressure

作　　者：余建星[1,2] 安思宇[1,2] 李志刚 段晶辉[1,2] 孙震洲 蒋梅荣 韩梦雪[1,2] Yu Jianxing;An Siyu;Li Zhigang;Duan Jinghui;Sun Zhenzhou;Jiang Meirong;Han Mengxue(State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin 300072,China;Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Shanghai Jiao Tong University,Shanghai 200240,China;CNOOC Research Institute,Beijing 100028,China)

机构地区：[1]天津大学水利工程仿真与安全国家重点实验室,天津300072 [2]上海交通大学高新船舶与深海开发装备协同创新中心,上海200240 [3]中海油研究总院,北京100028

出　　处：《天津大学学报（自然科学与工程技术版）》2018年第6期583-590,共8页Journal of Tianjin University：Science and Technology

基　　金：国家重点基础研究发展计划(973计划)资助项目(2014CB046805);国家自然科学基金资助项目(51239008);国家重大科技专项资助项目(2016ZX05028005-004);上海交通大学国家重点实验室开放基金(1502)~~

摘　　要：在实际工程中海底管道往往具有一定的椭圆度,椭圆管道受到扭矩作用会影响其极限承载力.对于服役前受到扭矩作用的等壁厚椭圆管道,通过理论推导得到了其在弹性阶段的位移方程,并建立数值模型对理论方法进行了验证.利用有限元中的弧长法对椭圆管道在服役中的塑性屈曲压溃进行了数值模拟,研究了壁厚、一致椭圆度、外径等敏感性因素对其压溃压力的影响.同时分析了椭圆管道在服役过程中受到扭矩作用后的屈曲压溃特性.结果表明,尺寸参数及扭矩加载路径会对管道极限承载力产生明显影响,分析结果可为实际工程应用提供参考.It is common that subsea pipelines have a certain ovality degree in practical engineering. The ultimate bear-ing capacity of oval pipelines would be affected by torsion. For oval pipelines with equal thickness subjected to torsion before service,their displacement equation in theelastic stage is obtained by theoretical reduction which is verifiedby numerical simulation. The collapse of pipelines in the plastic stage during service is researched by FE arc-length method,and several influence factors of collapse pressure,including thickness,uniform ovality,outside diameteretc,are studied. At the same time,the buckling collapse of oval pipelines under torsion during service is analyzed. It shows that dimension parameters and torsion load-path would have remarkable effects on the ultimate bearing capacity of pipelines,which could provide reference for practical engineering.

关 键 词：海底管道 椭圆度 扭矩 数值模拟 加载路径 

分 类 号：TE88[石油与天然气工程—油气储运工程]