Dynamic response analysis of deep-sea top tensioned riser by vector form intrinsic finite element method

LI Xiao-min, ZHANG Lin,Niu Jian-jie,HAN Yong-qing, Guo Hai-yan

Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (11) : 218-223.

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PDF(2000 KB)
Journal of Vibration and Shock ›› 2016, Vol. 35 ›› Issue (11) : 218-223.

Dynamic response analysis of deep-sea top tensioned riser by vector form intrinsic finite element method

  • LI Xiao-min, ZHANG Lin,Niu Jian-jie,HAN Yong-qing, Guo Hai-yan
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Abstract

The vector form intrinsic finite element method (VFIFE) which is also called finite particle method (FPM), is an innovative method in the structural behavior analysis based on the vector mechanics and numerical calculations. In this method, the structure is discretized into finite particles which are connected by weightless elements that can only resist internal forces, and the motion of paticles follows Newton’s second law. The motion equation is solved by explicit time integration with central difference method. VFIFE is first adoped in the analysis of the dynamic behavior of top tensioned riser (TTR) and the plane beam element is adoped in the simulation of the interaction forces between the particles. The particle motion equation of the riser is derived and the corresponding solving program is compiled with Matlab. The dynamic behavior of the riser under the current and wave excitation is calculated and the results are compared with the results derived by finite element method (FEM). The analysis results show that the VFIFE is correct and effective in the dynamic behavior analysis of riser and it has more advantageous than traditional methods in the riser complex behavior analysis.

Key words

vector form intrinsic finite element method (VFIFE);finite element method (FEM);vector mechanics / top tensioned riser (TTR)

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LI Xiao-min, ZHANG Lin,Niu Jian-jie,HAN Yong-qing, Guo Hai-yan. Dynamic response analysis of deep-sea top tensioned riser by vector form intrinsic finite element method[J]. Journal of Vibration and Shock, 2016, 35(11): 218-223

References

[1] Morkookaza CK, Coelho FM, Shiguemoto DA. Dynamic behavior of a top tensioned riser in frequency and time domain [C].Proceedings of the Sixteenth International Offshore and Polar Engineering Conference, ISOPE, San Francisco, 2006, 2:31-36.
[2] Chatjigeorgiou IK, Mavrakos SA. Bounded and unbounded coupled transverse response of parametrically excited vertical marine risers and tensioned cable legs for marine applications [J].Applied Ocean Research, 2002, 24(6):341-354.
[3] Kuiper GL, Brugmans J, Metrikine AV. Destabilization of deep-water risers by a heaving platform[J]. Journal of Sound and Vibration, 2008, 310(3):541-557.
[4] Chaplin JR, Bearman PW, Huera Huarte FJ,et al. Laboratory measurements of vortex-induced vibrations of a vertical tension riser in a stepped current[J]. Journal of Fluids and Structures, 2005, 21(1):3-24.
[5]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,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.
[6] 王腾,张修占,朱为全. 平台运动下深水钻井隔水管非线性动力响应研究[J]. 海洋工程,2008, 26(3):21-26.
Wang Teng, Zhang Xiu-zhan, Zhu Wei-quan. Study on nonlinear dynamic response of deepwater drilling riser with vessel motion[J].The Ocean Engineering,2008, 26(3):21-26.
[7] 畅元江,陈国明,许亮斌. 导向架隔水管在波流联合作用下的非线性动力响应[J].中国石油大学学报,2006, 30(5):74-77.
Chang Yuan-jiang, Chen Guo-ming, Xu Liang-bin. Nonlinear dynamic response induced by wave-current for marine risers with guide-frames[J].Journal of China University of Petroleum, 2006, 30(5):74-77.
[8] Yang He-zhen, Li Hua-jun. Instability Assessment of deep-sea risers under parametric excitation[J].China Ocean Engineering, 2009, 23(4):603-612.
[9] 唐友刚,邵卫东,张杰,等。深海顶张力立管参激-涡激耦合振动响应分析[J].工程力学,2013,30(5):282-286.
Tang You-gang, Shao Wei-dong, Zhang Jie,et al. Dynamic response analysis for coupled parametric vibration and vortex-induced vibration of top-tensioned riser in deep-sea[J]. Engineering Mechanics,2013,30(5):282-286.
[10]Chen Wei-min, Li Min, Guo Shuang-xi,et al. Dynamic analysis of coupling between floating top-end heave and riser’s vortex induced vibration by using finite element simulations[J]. Applied Ocean Research, 2014,48:1–9.
[11] 唐国强,滕斌,吕林,等.深海柔性立管涡激振动经验模型建立及应用[J].中国海洋平台, 2010,25(3):12-16.
Tang Guo-qiang, Teng Bing, Lv Lin, et al. Development and application of an empirical model for vortex-induced vibration of flxible deep water riser[J].China Offshore Platform, 2010, 25(3):12-16.
[12]丁承先,段元锋,吴东岳.向量式结构力学[M].北京:科学出版社,2012.
Ding Cheng-xian,Duan Yuan-feng,Wu Dong-yue.Vector Mechanics of Structures[M].Beijing:Science Press,2012.
[13]倪秋斌,段元锋,高博青。采用向量式有限元的斜拉索振动控制仿真[J].振动工程学报,2014, 27(2):238-245.
Ni Qiu-ping,Duan Yuan-feng,Gao Bo-qing.Vector form intrinsic finite element (VFIFE) based simulation on vibration control of stay cables[J]. Journal of Vibration Engineering,2014, 27(2):238-245.
[14]喻莹,罗尧治.基于有限质点法的结构倒塌破坏研究Ⅰ:基本方法[J].建筑结构学报,2011,32(11):17-26.
Yu Ying, Luo Yao-zhi.Collapse analysis based on finite particle method I: basic approach[J].Journal of Building Structures, 2011,32(11):17-26.
[15]喻莹,罗尧治.基于有限质点法的结构倒塌破坏研究Ⅱ:关键问题与数值算例[J].建筑结构学报,2011,32(11):27-35.
Yu Ying, Luo Yao-zhi.Collapse analysis based on finite particle method methodⅡ:key problems and numerical examples[J]. Journal of Building Structures,2011,32(11):27-35.
[16]罗尧治,郑延丰,杨 超,等.结构复杂行为分析的有限质点法研究综述[J].工程力学,2014,31(8):1-7.
Luo Yao-zhi, Zheng Yan-feng, Yang Chao, et al. Review of the finite partical method for complex behavior of structures[J]. Engineering Mechanics,2014,31(8):1-7.
[17]班自愿,张若京. 悬臂梁大变形的向量式有限元分析[J].计算机辅助工程,2010,19(4): 25-28.
Ban Zi-yuan,Zhang Ruo-jing.Vector form intrinsic finite element analysis on large deformation of cantilever beam[J]. Coputer Aided Engineering, 2010,19(4): 25-28.
[18]袁峰.深海管道铺设及在位稳定性分析[D].杭州:浙江大学,2013.
Yuan Feng.Laving and on-bottom stability of deepwater pipeline [D].Hangzhou: Zhejiang Uiniversity,2013.
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