水平管内气液两相流流固耦合动力响应特性的数值研究

doi:10.1007/s12204-022-2469-7

J Shanghai Jiaotong Univ Sci ›› 2024, Vol. 29 ›› Issue (2): 237-244.doi: 10.1007/s12204-022-2469-7

水平管内气液两相流流固耦合动力响应特性的数值研究

王志伟1, 何炎平1, 李铭志1, 仇明2, 黄超1, 刘亚东1, 王梓1

（1. 上海交通大学海洋工程国家重点实验室；高新船舶与深海开发装备协同创新中心；船舶海洋与建筑工程学院，上海 200240；2. 启东中远海运海洋工程有限公司，江苏启东 226200）

接受日期:2021-05-04 出版日期:2024-03-28 发布日期:2024-03-28

Numerical Investigation on Dynamic Response Characteristics of Fluid-Structure Interaction of Gas-Liquid Two-Phase Flow in Horizontal Pipe

WANG Zhiwei¹ (王志伟), HE Yanping^1∗(何炎平), LI Mingzhi¹（李铭志）, QIU Ming²(仇明), HUANG Chao¹(黄超), LIU Yadong¹（亚东），WANG Zi¹(王梓)

(1. State Key Laboratory of Ocean Engineering; School of Naval Architecture, Ocean & Civil Engineering;Institute of Marine Equipment, Shanghai Jiao Tong University, Shanghai 200240, China; 2. COSCO Shipping (Qidong) Offshore Co. Ltd., Qidong 226200, Jiangsu, China)

Accepted:2021-05-04 Online:2024-03-28 Published:2024-03-28

摘要/Abstract

摘要： 本文对水平管内气液两相流下管道流固耦合动态响应特性进行了数值研究。将VOF多相流模型与标准k-ε湍流模型相结合，模拟了水平管内典型的气液两相流流型。首先，对数值模型进行了验证，数值模拟得到的气液两相流型与Baker流型图吻合较好。然后，建立了流固耦合数值模拟框架来研究水平管道与气液两相流相互作用的动力学响应。结果表明，分层流动条件下的动力响应相对平缓，管道最大变形和等效应力分别为1.8 mm和7.5 MPa。同时，段塞流、波浪流和环形流引起的动力响应呈现出明显的周期性波动。此外，段塞流条件下的动态响应特性最大，管道的最大变形和等效应力分别可达4 mm和17.5 MPa。最后，在不同的气液两相流型下，管道总变形的主方向是不同的。总的来说，周期性等效应力会对管壁形成循环冲击，影响水平管的疲劳寿命。本研究可为气液两相输运条件下管道流固耦合动力响应特性的数值模拟提供参考。

关键词: 气液两相流，VOF模型，流固耦合，动态响应特性

Abstract: Fluid-structure interaction (FSI) of gas-liquid two-phase flow in the horizontal pipe is investigated numerically in the present study. The volume of fluid model and standard k-ε turbulence model are integrated to simulate the typical gas-liquid two-phase flow patterns. First, validation of the numerical model is conducted and the typical flow patterns are consistent with the Baker chart. Then, the FSI framework is established to investigate the dynamic responses of the interaction between the horizontal pipe and gas-liquid two-phase flow. The results show that the dynamic response under stratified flow condition is relatively flat and the maximum pipe deformation and equivalent stress are 1.8 mm and 7.5 MPa respectively. Meanwhile, the dynamic responses induced by slug flow, wave flow and annular flow show obvious periodic fluctuations. Furthermore, the dynamic response characteristics under slug flow condition are maximum; the maximum pipe deformation and equivalent stress can reach 4 mm and 17.5 MPa, respectively. The principal direction of total deformation is different under various flow patterns. Therefore, the periodic equivalent stress will form the cyclic impact on the pipe wall and affect the fatigue life of the horizontal pipe. The present study may serve as a reference for FSI simulation under gas-liquid two-phase transport conditions.

Key words: gas-liquid two-phase flow, volume of fluid model, fluid-structure interaction (FSI), dynamic response characteristics

中图分类号:

O359

王志伟1, 何炎平1, 李铭志1, 仇明2, 黄超1, 刘亚东1, 王梓1. 水平管内气液两相流流固耦合动力响应特性的数值研究[J]. J Shanghai Jiaotong Univ Sci, 2024, 29(2): 237-244.

WANG Zhiwei(王志伟), HE Yanping(何炎平), LI Mingzhi（李铭志）, QIU Ming(仇明), HUANG Chao(黄超), LIU Yadong（亚东），WANG Zi(王梓). Numerical Investigation on Dynamic Response Characteristics of Fluid-Structure Interaction of Gas-Liquid Two-Phase Flow in Horizontal Pipe[J]. J Shanghai Jiaotong Univ Sci, 2024, 29(2): 237-244.

参考文献

[1] MOHMMED A O, AL-KAYIEM H H, OSMAN A B, et al. One-way coupled fluid-structure interaction of gas-liquid slug flow in a horizontal pipe: Experiments and simulations [J]. Journal of Fluids and Structures,2020, 97: 103083.
[2] MELKA B, GRACKA M, ADAMCZYK W, et al. Multiphase simulation of blood flow within main thoracic arteries of 8-year-old child with coarctation of the aorta [J]. Heat and Mass Transfer, 2018, 54(8): 2405-2413.
[3] MASIUKIEWICZ M, ANWEILER S. Two-phase flow phenomena assessment in mini channels for compact heat exchangers using image analysis methods [J]. Energy Conversion and Management, 2015, 104: 44-54.
[4] WANG Z W, HE Y P, LI M Z, et al. Fluid-structure interaction of two-phase flow passing through 90? pipe bend under slug pattern conditions [J]. China Ocean Engineering, 2021, 35(6): 914-923.
[5] XU G L, CAI L X, ULLMANN A, et al. Experiments and simulation of water displacement from lower sections of oil pipelines [J]. Journal of Petroleum Science and Engineering, 2016, 147: 829-842.
[6] ZEGUAI S, CHIKH S, et al. Experimental study of airwater two-phase flow pattern evolution in a mini tube: Influence of tube orientation with respect to gravity [J]. International Journal of Multiphase Flow, 2020, 132: 103-113.
[7] HUDAYA A Z, WIDYATAMA A, DINARYANTO O, et al. The liquid wave characteristics during the transportation of air-water stratified co-current two-phase flow in a horizontal pipe [J]. Experimental Thermal and Fluid Science, 2019, 103: 304-317.
[8] JAEGER J, SANTOS C M, ROSA L M, et al. Experimental and numerical evaluation of slugs in a vertical air-water flow [J]. International Journal of Multiphase Flow, 2018, 101: 152-166.
[9] KING M J S, HALE C P, LAWRENCE C J, et al. Characteristics of flowrate transients in slug flow [J]. International Journal of Multiphase Flow, 1998, 24(5): 825-854.
[10] THAKER J, BANERJEE J. Characterization of twophase slug flow sub-regimes using flow visualization [J]. Journal of Petroleum Science and Engineering, 2015, 135: 561-576.
[11] FAN Z, LUSSEYRAN F, HANRATTY T J. Initiation of slugs in horizontal gas-liquid flows [J]. AIChE Journal, 1993, 39(11): 1741-1753.
[12] KADRI U, MUDDE R F, OLIEMANS R V A, et al. Prediction of the transition from stratified to slug flow or roll-waves in gas-liquid horizontal pipes [J]. International Journal of Multiphase Flow, 2009, 35(11): 1001-1010.
[13] HIRT C W, AMSDEN A A, COOK J L. An arbitrary Lagrangian-Eulerian computing method for all flow speeds [J]. Journal of Computational Physics, 1997, 135(2): 203-216.
[14] ISHII M, MISHIMA K. Two-fluid model and hydrodynamic constitutive relations [J]. Nuclear Engineering and Design, 1984, 82(2/3): 107-126.
[15] MARIA L D, ROSA E S. Void fraction and pressur waves in a transient horizontal slug flow [J]. International Journal of Multiphase Flow, 2016, 84: 229-244.
[16] HIRT C W, NICHOLS B D. Volume of fluid (VOF) method for the dynamics of free boundaries [J]. Journal of Computational Physics, 1981, 39(1): 201-225.
[17] WILCOX D C. Formulation of the k-ω turbulence model revisited [J]. AIAA Journal, 2008, 46(11): 2823-2838.
[18] BABA Y D, ALIYU A M, ARCHIBONG A E, et al. Slug length for high viscosity oil-gas flow in horizontal pipes: Experiments and prediction [J]. Journal of Petroleum Science and Engineering, 2018, 165: 397-411.
[19] ISHII M, HIBIKI T. Thermo-fluid dynamics of twophase flow [M]. New York: Springer, 2010.
[20] WANG L, YANG Y R, LI Y X, et al. Dynamic behaviors of horizontal gas-liquid pipes subjected to hydrodynamic slug flow: Modelling and experiments [J]. International Journal of Pressure Vessels and Piping, 2018, 161: 50-57.
[21] DEENDARLIANTO, ANDRIANTO M, WIDYAPARAGA A, et al. CFD Studies on the gas-liquid plug two-phase flow in a horizontal pipe [J]. Journal of Petroleum Science and Engineering, 2016, 147: 779-787.
[22] BAKER O. Design of pipelines for the simultaneous flow of oil and gas [C]//Fall Meeting of the Petroleum Branch of AIME. Dallas, TX: SPE, 1953: 185-190.

水平管内气液两相流流固耦合动力响应特性的数值研究

Numerical Investigation on Dynamic Response Characteristics of Fluid-Structure Interaction of Gas-Liquid Two-Phase Flow in Horizontal Pipe

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