摘 要
本論文跟蹤了國(guó)內(nèi)外有關(guān)圓柱體及海洋立管渦激振動(dòng)問(wèn)題的最新研究動(dòng)向，對(duì)本領(lǐng)域內(nèi)的研究方法和進(jìn)展進(jìn)行了綜述和分析。以深海立管為研究對(duì)象，介紹了渦激振動(dòng)的有關(guān)理論、數(shù)值模擬方法和實(shí)驗(yàn)方法，對(duì)均勻流中圓柱體的渦激振動(dòng)進(jìn)行數(shù)值模擬，探索了動(dòng)波壁方法對(duì)圓柱體渦激振動(dòng)的抑制作用，對(duì)深海柔性立管在不同均勻來(lái)流速度下的橫向位移響應(yīng)進(jìn)行了時(shí)域計(jì)算，分析了立管的模態(tài)激發(fā)過(guò)程，并將動(dòng)波壁方法應(yīng)用于柔性立管的渦激振動(dòng)抑制研究工作。論文的具體工作和主要研究成果如下：
1) 較為全面地回顧和分析了國(guó)內(nèi)外研究海洋立管渦激振動(dòng)問(wèn)題的動(dòng)態(tài)和進(jìn)展，系統(tǒng)介紹了渦激振動(dòng)問(wèn)題研究過(guò)程中所涉及的流體相關(guān)參數(shù)、結(jié)構(gòu)物相關(guān)參數(shù)和耦合運(yùn)動(dòng)相關(guān)參數(shù)等；
2) 針對(duì)平面內(nèi)兩自由度彈性支撐圓柱體的渦激振動(dòng)建立了圓柱體的力學(xué)模型，介紹了流場(chǎng)的數(shù)值求解方法和圓柱體的動(dòng)力響應(yīng)求解方法等，并對(duì)圓柱體與流場(chǎng)的耦合求解過(guò)程用流程圖進(jìn)行了描述。
3) 采用動(dòng)波壁技術(shù)對(duì)圓柱體的渦激振動(dòng)進(jìn)行抑制效果研究，發(fā)現(xiàn)圓柱尾渦的發(fā)放與壁面波動(dòng)方向相關(guān)，圓柱渦激振動(dòng)位移響應(yīng)受壁面波動(dòng)頻率影響，雷諾數(shù)固定不同約化速度彈性支撐圓柱的橫向位移在適當(dāng)?shù)谋诿娌▌?dòng)頻率下均能降低到0.05D以下，渦激振動(dòng)抑制效果顯著，壁面波動(dòng)能夠消除圓柱尾部流場(chǎng)的渦街，并使流場(chǎng)內(nèi)渦量影響區(qū)域集中在縱向?qū)ΨQ線附近較窄區(qū)域。
4) 詳細(xì)介紹了海洋立管時(shí)域內(nèi)動(dòng)力響應(yīng)的有限元方法并對(duì) 方法編制了C語(yǔ)言程序，對(duì)其計(jì)算的精確性采用算例進(jìn)行了驗(yàn)證。
5) 采用切片法對(duì)海洋立管因渦激振動(dòng)而產(chǎn)生的柔性變形進(jìn)行數(shù)值計(jì)算，分析了立管在均勻來(lái)流下的模態(tài)演化過(guò)程，考察了通過(guò)表面覆蓋動(dòng)波壁的方法控制細(xì)長(zhǎng)立管的渦激振動(dòng)，發(fā)現(xiàn)動(dòng)波壁的設(shè)置能夠極大限度地降低立管的橫向位移響應(yīng)，動(dòng)波壁的覆蓋率和覆蓋方式對(duì)立管的橫向位移響應(yīng)產(chǎn)生明顯影響。
關(guān)鍵詞：切片法；動(dòng)波壁；渦激振動(dòng)；柔性立管


Abstract
In this paper, the state of the art of study on the vortex-induced vibration of pipe riser is summarized. Research methods and progress used in VIV analysis are introduced. Empirical theory total with numerical simulation methods and experimental methods about VIV is introduced in this paper. Vortex-induced vibration phenomenon of cylinder which is placed in a uniform flow is simulated by software FLUENT, explorative study about the inhibitory effect of VIV for the use of wavy wall on the right half surface of cylinder which is free in XY plane is made, transverse displacement response of deep-sea flexible pipe riser with different in-flow speed is calculated in time domain, the modal stimulation process of pipe riser is analyzed, and wavy wall is used on deep-sea flexible pipe riser to suppress the VIV. The main work and important conclusions of this paper are listed as follows:
1) A comprehensive review and analysis about the advance of VIV research at home and abroad is performed. Correlation parameters of fluid, structure and coupling movement of fluid and structure involved in the study of VIV are systematically introduced.
2) Mechanical modal of cylinder which is elastic supported within XY plane and free in X and Y directions is established. Methods used to calculate flow field and the dynamic response are introduced. Coupling process of VIV of the cylinder is described by flowcharts.
3) Study about the inhibitory effect of VIV for the use of wavy wall on the right half surface of cylinder, it’s found that tail vortex of cylinder is related with the wall fluctuated direction, the displacement response of cylinder is influenced by the frequency of wall fluctuation, and it can be reduced down to 0.05D for cylinder with different reduced velocities, the wavy wall could be used to eliminate vortex in tail flow field, and vortex amassed in the narrow area that near symmetry line of X direction flow field.
4) The finite element method used for the solution of dynamic response of deep-sea pipe riser is introduced. A code for method is programed using C language and is verified the calculation accuracy by numerical example.
5) The flexible deformation of pipe riser caused by VIV is simulated with the method of strip technique. The process of modal evolution of pipe riser in the uniform current is analyzed . The results show that transverse displacement response of riser with wavy wall is greatly minimized and the coverage rate and arrangement of wavy wall have a great influence on the displacement response of riser.
Key word: strip technique; wavy wall cylinder; VIV; flexible riser


目 錄
摘要 I
ABSTRACT II
第1章 緒論 1
1.1 研究背景及意義 1
1.2 海洋立管渦激振動(dòng)研究現(xiàn)狀 1
1.2.1 渦激振動(dòng)的概念 1
1.2.2 渦激振動(dòng)研究現(xiàn)狀 2
1.3 渦激振動(dòng)抑制方法研究現(xiàn)狀 6
1.4 論文的主要工作及創(chuàng)新點(diǎn) 8
1.4.1 論文的主要工作 8
1.4.2 論文的主要?jiǎng)?chuàng)新點(diǎn) 9
第2章 渦激振動(dòng)基本知識(shí) 10
2.1 旋渦的形成與發(fā)放機(jī)理 10
2.2 渦激振動(dòng)相關(guān)參數(shù) 11
2.2.1 流體相關(guān)基本參數(shù) 12
2.2.2 結(jié)構(gòu)物相關(guān)參數(shù) 14
2.2.3 其他重要參數(shù) 15
2.3 本章小結(jié) 16
第3章 二維彈性支撐圓柱渦激振動(dòng)數(shù)值計(jì)算方法 17
3.1 圓柱體力學(xué)模型的建立 17
3.2 流場(chǎng)數(shù)值求解 18
3.3 動(dòng)力學(xué)方程的求解 19
3.4 計(jì)算流程 20
3.5 本章小結(jié) 20
第4章 主動(dòng)控制措施對(duì)圓柱渦激振動(dòng)的作用 22
4.1 數(shù)值計(jì)算模型 22
4.1.1 計(jì)算流體力學(xué)控制方程 22
4.1.2 結(jié)構(gòu)動(dòng)力學(xué)..