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跨越式输油管道介质经时振动效应与地震响应耦合机理仿真

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为探索介质流经管道的经时流固耦合振动对地震响应的耦合机理,以支撑在斜拉跨越结构上的输油管道为研究对象,考虑介质流经管道过程的动力学时变特点,采用双向流固耦合理论模型,提出了介质经时流固耦合振动效应与地震响应耦合计算的理论方法,建立了介质-管道-跨越耦合系统的有限元仿真模型,通过设置介质、流体、管道和跨越结构的计算参数及耦合界面边界条件,开展了仿真模拟计算,提取了桥台端部和跨越区段位置处管道截面的位移、加速度响应计算结果,并和不考虑经时效应的计算结果进行了对比分析.研究结果表明:在介质从左侧流经管道到达右侧的过程中,介质流动引起管道内不同流体的状态变化,与地震耦合作用下,管道位移响应和加速度响应沿管道长度分布差异大;介质流动源头达到管道全长约 4/5 经时状态,出现了介质经时全部时程内的位移响应峰值和加速度响应峰值;右半侧管道的耦合响应整体较左半侧大,通过分析右半侧跨越区段6 个典型位置处管道截面的计算结果,揭示了介质经时振动对地震响应影响的一般规律;相同条件下,考虑介质经时流固耦合振动效应的管道位移耦合响应约为不考虑经时的2.7 倍,且位移耦合响应云图更复杂,这说明介质经时的流固耦合振动对地震响应具有不可忽视的效应.
Simulation of the coupling mechanism between medium flowing vibration effects and seismic response of crossing oil pipeline
To explore the coupling mechanism of the time-varying fluid-solid coupling vibration of the medium flowing through the pipeline on the seismic response,the oil pipeline supported on the diagonal spanning structure is taken as the research object.Considering the time-varying characteristics of the dynamics during the medium flowing process through the pipeline and adopting the two-way fluid-solid coupling theoretical model,the theoretical method for calculating the coupling between the medium time-varying fluid-solid coupling vibration and seismic response is proposed,and a finite element simulation model for the coupled medium-pipeline-span system is established.By setting the calculation parameters and boundary conditions of the coupling interface,the simulation is carried out.In the finite element simulation model,by setting the calculation parameters of the medium,fluid,pipeline,crossing structures,and considering the boundary conditions of the coupling interface,simulation calculations were carried out.The displacements and acceleration responses at the end of the bridge platform and the cross-section of the pipeline across the location were extracted for calculations and comparative analysis with the calculation results without considering the medium flowing vibration effects was carried out.The results show that:when the medium flows from the left side of the pipeline to the right side over time,the state changes of different fluids in the pipeline caused by the medium flow and the seismic coupling result in differences in the pipeline displacement response and acceleration response distributions along the pipeline length.When the source of the medium flow reaches about 4/5 of the pipeline length over time,the peak displacement response and peak acceleration response of the media occur all the time.The coupling response of the right half of the pipeline is larger than that of the left half of the pipeline,and the calculation results of the pipe cross-section at six typical locations in the right half of the cross-section reveal the general rules of the medium flowing vibration coupling with the seismic response.Under the same conditions,the displacement coupling response of the pipeline considering the medium flowing vibration effects coupling with seismic response is approximately 2.7 times that without considering the medium flowing vibration effects.It indicates that the fluid-solid coupling vibration considering the medium flowing vibration effects has non-negligible effects on the earthquake response.

crossing pipelinemediummedium flowing vibrationfluid-solid couplingseismic responsecouplingsimulation

翁光远、曹婧婷、翟瑶、徐琳杰、惠洋

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西安石油大学 机械工程学院,陕西 西安 710065

跨越式输油管道 介质 经时振动 流固耦合 地震响应 耦合 仿真

2024

地震工程与工程振动
中国力学学会 中国地震局工程力学研究所

地震工程与工程振动

CSTPCD北大核心
影响因子:0.658
ISSN:1000-1301
年,卷(期):2024.44(6)