摘要
对混凝土配重层单层管在落物冲击载荷作用下的屈曲破坏进行重点研究,将数值模拟结果与全尺寸管道撞击试验结果进行对比,验证仿真模型的准确性。基于上述模型,分析碰撞过程中能量变化情况及管道的最大Mises应力,并将碰撞过程分为三个阶段。针对混凝土配重层单层管受落物冲击载荷作用的情况,计算了外压作用下的管道受落物冲击载荷作用后产生的凹坑深度与混凝土配重层和单层管之间的吸能关系;在此基础上,对撞击能量、落物形状、管道埋深、运行压力、管道径厚比和混凝土配重层厚度等敏感性因素进行参数化分析,分析管道凹坑深度及配重层吸能随上述参数的变化趋势。
The buckling failure of a single-layer pipe in concrete weight coating under the impact load of falling objects was mainly studied in this paper.The numerical simulation results were compared with the results of full-scale pipeline impact tests to verify the accuracy of the simulation model.According to the above model,the energy change and the maximum Mises stress of the pipeline during the collision were analyzed,and the collision was divided into three stages.In view of the single-layer pipe in the concrete weight coating under the impact load of falling objects,the energy absorption relationship between the pit depth and the concrete weight coating and single-layer pipe was calculated after the pipeline was subjected to the impact load of the falling objects under the external pressure.On this basis,sensitivity factors such as impact energy,falling object shape,pipeline buried depth,operating pressure,pipeline diameter-to-thickness ratio,and concrete weight coating thickness were processed through parametric analysis,and the variation trend of pipeline pit depth and weight coating energy absorption with the above parameters was analyzed.
作者
田博文
贾鲁生
余杨
黄俊
张春迎
余建星
TIAN Bowen;JIA Lusheng;YU Yang;HUANG Jun;ZHANG Chunying;YU Jianxing(Tianjin University,Tianjin 300072,China;CNOOC Research Institute Ltd.,Beijing 100028,China)
出处
《石油工程建设》
2022年第6期10-17,共8页
Petroleum Engineering Construction
基金
中海石油(中国)有限公司综合科研项目“陵水半潜式生产平台研究专项(编号:LSZX 2020 HN 01)”
工业和信息化部“深水半潜式生产储卸油平台工程开发(编号:工信部装函【2019】360号)
国际科技资助合作项目“海底管道动态响应(第二期)DROPS JIP”部分研究成果等资助。
关键词
海底管道
混凝土配重层
落物冲击载荷
凹坑深度
数值仿真
submarine pipeline
concrete weight coating
impact load of falling objects
pit depth
numerical simulation