实际工程中深海立管常以管群的方式出现,当立管彼此相互靠近时,会发生流场干涉效应。为研究立管间相互干涉作用及螺旋侧板抑制双立管涡激振动的效果,本文基于Ansys Workbench平台,采用双向流固耦合技术对Re=7 800均匀来流下长径比为482的串列双立管进行三维数值模拟。结果表明,立管轴间距为5D时立管间有完整的涡旋脱落,下游立管在上游立管的尾流诱导下产生振动,双立管横向振动锁定在二阶模态,且振动方向相反。附加螺旋侧板能有效削弱双立管振动频率,降低上游立管横向振动幅值,但下游立管两向位移响应变化不大。
In the practical engineering, the deep sea riser is often used in the form of tube group. When the riser is close to each other, the flow field interference effect occurs. In order to study the interaction between risers and investigate the effect of helical strakes on vortex-induced vibration suppression, based on Ansys Workbench platform, a two-way fluid-solid coupling technique is applied to perform a three-dimensional numerical simulation for intandem double risers under uniform flow with Re=7 800. The ratio of length to diameter is 482. The results show that when the distance between the two risers is 5D, there is complete vortex shedding between the two risers. Induced by the wake flow of the upstream riser, the downstream riser vibrates, and the two risers all locked in second mode with opposite direction of vibration in cross flow. With helical strakes fixed, vibration frequency of the double risers are effectively reduced, and the upstream riser' amplitudes in cross flow is suppressed. But the strakes have little effect on the displacement response of the downstream riser.
2016,38(9): 54-59,64 收稿日期:2016-1-14
DOI:10.3404/j.issn.1672-7619.2016.09.010
分类号:U661.3
基金项目:国家自然科学基金资助项目(51179077);江苏高校优势学科建设工程资助项目
作者简介:李红艳(1989-),女,硕士研究生,研究方向为海洋工程技术。
参考文献:
[1] HUANG K, CHEN H C, CHEN C R. Vertical riser VIV simulation in sheared current[J]. International Journal of Offshore and Polar Engineering, 2012, 22(2): 142-149.
[2] 吴学敏. 考虑大变形的深水立管涡激振动非线性分析方法研究[D]. 青岛: 中国海洋大学, 2013.WU Xue-min. Study on non-linear analysis method on VIV of deepwater risers with large deflection[D]. Qingdao: Ocean University of China, 2013.
[3] 韩翔希. 柔性立管流固耦合特性数值模拟研究[D]. 广州: 华南理工大学, 2014.HAN Xiang-xi. Investigation on numerical simulation of the fluid-solid interaction characteristics for flexible riser[D]. Guangzhou: South China University of Technology, 2014.
[4] 郭海燕, 牛建杰, 李效民, 等. 海洋立管涡激振动模型的实验验证[J]. 中国海洋大学学报, 2015, 45(6): 108-115.GUO Hai-yan, NIU Jian-jie, LI Xiao-min, et al. Comparisons of numerical simulation and experimental study on vortex-induced vibration of marine riser under stepped current[J]. Periodical of Ocean University of China, 2015, 45(6): 108-115.
[5] 姚熊亮, 陈起富. 串列双圆柱在均匀流场中涡激振动综述[J]. 哈尔滨船舶工程学院学报, 1994, 15(4): 1-16.YAO Xiong-liang, CHEN Qi-fu. Review of vortex-induced vibrations of two circular cylinders in tandem arrangement[J]. Journal of Harbin Shipbuilding Engineering Institute, 1994, 15(4): 1-16.
[6] 魏东泽. 基于雷诺相似的串列双立管涡激振动研究[D]. 青岛: 中国海洋大学, 2012.WEI Dong-ze. Study on vortex-induced vibration of two tandem risers based on Reynolds similarity criterion[D]. Qingdao: Ocean University of China, 2012.
[7] 娄敏, 轩红超. 尾流干涉下考虑流固耦合作用的海洋立管涡激振动的数值模拟[J]. 船海工程, 2015, 44(2): 141-145.LOU Min, XUAN Hong-chao. Numerical simulation of fluid-structural interaction for vortex-induced vibration of risers with effects of wake interference[J]. Ship & Ocean Engineering, 2015, 44(2): 141-145.
[8] 张友林. 海洋立管涡激振动抑制方法研究[D]. 镇江: 江苏科技大学, 2011.ZHANG You-lin. Study method of vortex-induced vibration suppression of marine riser[D]. Zhenjiang: Jiangsu University of Science and Technology, 2011.
[9] 韩韶英. 带轴向板条圆柱绕流数值模拟研究[D]. 青岛: 中国海洋大学, 2011: 47-52.HAN Shao-ying. Numerical study of flow around a circular cylinder with longitudinal slats[D]. Qingdao: Ocean University of China, 2011: 47-52.
[10] 吴浩. 多根控制杆对细长柔性立管涡激振动抑制作用的实验及数值研究[D]. 大连: 大连理工大学, 2013.WU Hao. Experimental and numerical studies on the suppression of vortex induced vibration of long flexible riser by multiple control rods[D]. Dalian: Dalian University of Technology, 2013.
[11] 郑婷婷. 螺旋侧板抑制海洋立管涡激振动的机理研究[D]. 镇江: 江苏科技大学, 2013.ZHENG Ting-ting. Mechanism research of VIV suppression by the use of helical strake for marine riser[D]. Zhenjiang: Jiangsu University of Science and Technology, 2013.
[12] 矫滨田. 立管涡激振动抑制装置海上试验[J]. 管道技术与设备, 2013(3): 1-3, 22.JIAO Bin-tian. An offshore test on VIV suppression device of riser[J]. Pipeline Technique and Equipment, 2013(3): 1-3, 22.
[13] 朱仁庆, 郑婷婷, 李紫晖. 带分隔板的海洋立管尾流场数值研究[J]. 船舶力学, 2014, 18(7): 746-753.ZHU Ren-qing, ZHENG Ting-ting, LI Zi-hui. Numerical simulation on the wake field of marine riser fitted with a splitter plate[J]. Journal of Ship Mechanics, 2014, 18(7): 746-753.
[14] QUEN L K, ABU A, KATO N, et al. Investigation on the effectiveness of helical strakes in suppressing VIV of flexible riser[J]. Applied Ocean Research, 2014, 44: 82-91.
[15] 高云, 付世晓, 宋磊建. 柔性立管涡激振动抑制装置试验研究[J]. 振动与冲击, 2014, 33(14): 77-83.GAO Yun, FU Shi-xiao, SONG Lei-jian. Experimental investigation on the suppression device of VIV of a flexible riser[J]. Journal of Vibration and Shock, 2014, 33(14): 77-83.
[16] 关德宝, 黄维平, 宋虹. 串列圆柱体尾流、尾涡耦合振动试验研究[J]. 振动与冲击, 2014, 33(22): 26-29.GUAN De-bao, HUANG Wei-ping, SONG Hong. Experimental investigation of wake flow and wave-vortex coupled vibration of two tandem and cylinders[J]. Journal of Vibration and Shock, 2014, 33(22): 26-29.
[17] TEZDUYAR T E, SHIH R. Numerical experiments on downstream boundary of flow past cylinder[J]. Journal of Engineering Mechanics, 1991, 117(4): 854-871.
[18] LEHN E. VIV suppression tests on high L/D flexible cylinders (main reports)[R]. USA: ExxonMobil Upstream Research Company, 2003.
[19] 崔洋洋. 串列布设立管干涉问题流固耦合研究[D]. 大连: 大连理工大学, 2013.CUI Yang-yang. Fluid-structure interaction research of interference of tandem arranged risers[D]. Dalian: Dalian University of Technology, 2013.