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连续地表位移作用下埋地管道应变计算模型 被引量:6

Calculation model for strain of buried pipeline under the action of continuous surface displacement
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摘要 油气长输管道途经多种复杂地质环境,经常面临地质灾害的威胁。针对现有地质灾害段管道地表位移监测数据离散型的特征,提出了一种基于三次样条插值的地表位移三维重构方法,实现了地表位移的连续表示。在此基础上,采用非线性有限元方法,依据非线性土弹簧单元描述管土相互作用,利用Ramberg-Osgood本构模型描述管材力学特性,使用INP参数化编程语言建立了参数化的连续地表位移作用下埋地管道应变计算模型。新建模型能够考虑温度、外压等工作载荷与管道实际路由对管道初始应力的影响,实现管道应变的准确计算。采用C#编程语言,编制了基于C/S架构的管道设计应变智能计算与评估软件。研究结果可为智慧管道数字孪生的建设与地质灾害地段管道的完整性评估提供技术支撑。(图7,表3,参25) The long-distance oil&gas pipelines run through areas with various complicated geological conditions and often face the threats of geological hazards.In terms of the discrete characteristics of the surface displacement monitoring data in existing pipeline sections threated by geological disaster,a three-dimensional reconstruction method of surface displacement based on cubic spline interpolation(CSI)was proposed to realize the continuous representation of surface displacement.Then,the pipe-soil interaction was described using the nonlinear soil spring element with the nonlinear finite element method,the pipes were described with the Ramberg-Osgood constitutive model,and the parametric calculation model for strain of buried pipeline under the action of continuous surface displacement was established with the INP parametric programming language.The new model takes the influence of the working load(such as temperature and pressure)and the actual route of the pipeline on the initial stress of the pipeline into consideration,and realizes the accurate calculation of the pipeline strain.The intelligent calculation and evaluation software for the design strain of pipelines based on the C/S architecture was developed with the C#programming language.The research results provide technical support for the Digital Twin construction of intelligent pipelines and the integrity evaluation of pipelines in geological hazard area.(7 Figures,3 Tables,25 References)
作者 高宁 张宏 刘高灵 陈朋超 施宁 刘啸奔 GAO Ning;ZHANG Hong;LIU Gaoling;CHEN Pengchao;SHI Ning;LIU Xiaoben(College of Mechanical and Transportation Engineering,Chirm University of Petroleum(Beijing)//National Engineering Laboratory for Pipeline Safety//MOE Key Laboratory of Petroleum Engineering//Beijing Key Laboratory of Urban Oil and Gas Distribution Technology;CNOOC China Ltd.Tianjin Branch;PipeChina North Pipeline Company)
出处 《油气储运》 CAS 北大核心 2021年第7期809-815,共7页 Oil & Gas Storage and Transportation
基金 国家自然科学基金资助项目“逆断层作用下X80管道屈曲演化与韧性破损机理研究”,52004314 北京市自然科学基金项目“时变温压荷载作用下大口径直埋热水管道-土体耦合机制与失效机理研究”,8214053 新疆自治区天山青年计划项目“复杂载荷作用下高钢级管道韧性断裂与后屈曲失效行为”,2019Q088 深水油气管线关键技术与装备北京市重点实验室开放课题资助项目“断层作用下碳纤维增强海底管道的力学响应与失效机理研究”,BIPT2020005 中国石油大学(北京)青年拔尖人才科研基金资助项目“断层作用下高强钢管道失效机理与可靠性评价”,2462018YJRC019 中国石油大学(北京)科研基金资助项目“基于大数据的天然气管网智能运行与控制研究”,2462020YXZZ045。
关键词 油气管道 地质灾害 管土相互作用 地面位移 插值 设计应变 oil and gas pipeline geological hazards pipe-soil interaction surface displacement interpolation design strain
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