Numerical investigation of dynamic response of a pipeline-riser system caused by severe slugging flow
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Numerical investigation of dynamic response of a pipeline-riser system caused by severe slugging flow

机译:严重狭窄流动引起的管道立管系统动态响应的数值研究

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AbstractInternal two-phase Flow Induced Vibration (FIV) is significantly important to secure the reliability and integrity of the piping systems in processing/engineering systems. To predict the dynamic behavior of a pipeline-riser system caused by Severe Slugging (SS), a fluid-structure interaction model was developed involving SS transient model and theories of plane frame structure. In numerical solutions, Euler's method was used to solve the equations of SS model, and Galerkin's method was adopted to discretize the dynamic equations in space, and Newmark method was employed for time-domain integration of the discretized equations. Variable time-steps were employed for higher computational efficiency and accuracy in the integration process. The verification experiments were performed to study the characteristics of SS and piping vibrations. The results show that the model predictions are in agreement with the experiment data basically. Detailed analysis of the simulation results reveals that the dynamic response of the pipeline-riser system is closely related to the periodic characteristics of SS. The elastic foundation can suppress the vibration amplitude and the internal force of the declined pipe, while the bending moment can be transferred to the riser, which can induce the intense bending vibration of the riser. The shearing force and bending moment of the declined pipe on the elastic foundation vary in large range when the slug heads and tails are passing through. The results indicated vulnerable spots and components of a pipeline-riser system when SS appear, which are significant to the safety and health of piping systems.Highlights?A fluid-structure interaction dynamic model for a pipeline-riser system conveying severe slugging flow is developed.?The mathematical models are solved using numerical methods.?The simulation results are compared with the experimental data.?We analyze the dynamic responses of the pipeline-riser system, including displacements and internal forces.]]>
机译:<![CDATA [ 抽象 内部两相流诱导的振动(FIV)明显重要的是,确保管道系统的可靠性和完整性在加工/工程系统中。为了预测由严重拦截(SS)引起的管道式提升系统的动态行为,开发了流体结构相互作用模型,涉及SS瞬态模型和平面框架结构的理论。在数值解决方案中,使用欧拉的方法来解决SS模型的等式,采用Galerkin的方法来离散地区的动态方程,采用了对离散式的时域集成的新标记方法。用于集成过程中的更高的计算效率和准确性的可变时间步骤。进行验证实验以研究SS和管道振动的特点。结果表明,模型预测基本上与实验数据一致。对模拟结果的详细分析表明,管道 - 立管系统的动态响应与SS的周期性特征密切相关。弹性基础可以抑制衰减管的振动幅度和内部力,而弯矩可以转移到提升管上,这可以引起提升管的强烈弯曲振动。当夹头和尾部通过时,弹性基础上掉落管道的剪切力和弯矩在大范围内变化。结果表明SS出现时的脆弱斑点和管道立管系统的组件,这对于管道系统的安全和健康有重要意义。 亮点 开发了一种流体结构交互动态模型,用于输送严重的弹簧流量的管道立管系统。 数学模型使用数值方法解决。 将模拟结果与实验数据进行比较。 我们分析了管道立管系统的动态响应,包括位移和内部力量。 ]]>

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