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Prediction of Vortex-Induced Vibration Response of a Pipeline Span by Coupling a Viscous Flow Solver and a Beam Finite Element Solver

机译:粘性流动求解器与梁有限元求解器耦合预测管道跨度的涡激振动响应

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摘要

This paper describes a fluid-structure interaction (FSI) modeling approach to predict the vortex-induced vibration response of a pipeline span by coupling a three-dimensional viscous incompressible Navier-Stokes solver with a beam finite element solver in time domain. The pipeline span is modeled as an Euler-Bernoulli beam subject to instantaneous flow-induced forces and solved using finite element basis functions in space and an unconditionally stable Newmark-type discretization scheme in time. At each time step, the instantaneous incremental displacement is fed back to the fluid flow solver, where the position of the pipeline is updated to compute the resulting instantaneous flow field and associated flow-induced forces. Numerical predictions from the FSI model are compared to current tank experimental measurements of a pipeline span subject to uniform free-stream currents.
机译:本文介绍了一种流固耦合建模方法,通过在时域中将三维粘性不可压缩Navier-Stokes求解器与梁有限元求解器耦合来预测管道跨段的涡激振动响应。管道跨距被建模为受到瞬时流动感应力作用的Euler-Bernoulli梁,并使用空间中的有限元基函数和无条件的Newmark型离散化方案及时求解。在每个时间步长,瞬时增量位移都将反馈到流体流动求解器,在此处流体管道的位置会更新,以计算所得的瞬时流场和相关的流体感应力。将FSI模型的数值预测与受均匀自由流作用的管道跨度的当前储罐实验测量值进行比较。

著录项

  • 来源
    《Journal of offshore mechanics and arctic engineering》 |2013年第3期|031702.1-031702.9|共9页
  • 作者单位

    Innovation, Research & Development,Shell International Exploration and Production Inc.,Shell Technology Center Houston,Houston, TX 77082;

    Projects and Engineering Services,Shell India Markets Pvt. Ltd.,Shell Technology Center Bangalore,Bangalore 560048, India;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
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