1.State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
2.Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Shanghai 200240, China
Abstract:A new time domain Vortex-Induced Vibration (VIV) prediction method for a marine riser was proposed, and a special added mass element was introduced, which can take into consideration the variation effect of added mass coefficient on the modal analysis and VIV prediction. Based on a recommended prediction model, the VIV response of riser models under uniform flow and sheared flow were simulated and the predicted results were compared with the test results about the root mean square amplitude as well as the time histories and amplitude spectra of the curvature, stain and displacement responses. It is found that the new time domain model can predict VIV responses of marine risers effectively and the predicted results are much more consistent with the observed test data than that of traditional numerical models. The variation effect of added mass coefficient on VIV response can affect the predicted results evidently.
袁昱超1,2, 薛鸿祥1,2, 唐文勇1,2. 计及附加质量系数变化效应的立管涡激振动时域响应研究[J]. 振动与冲击, 2018, 37(1): 53-59.
YUAN Yu-chao1,2, XUE Hong-xiang1,2, TANG Wen-yong1,2. Time domain Vortex-Induced Vibration responses of a riser in consideration of the variation effect of added mass coefficient. JOURNAL OF VIBRATION AND SHOCK, 2018, 37(1): 53-59.
[1] Vandiver J.K., Li L. SHEAR7 V4.4 Program Theoretical Manual, Massachusetts Institute of Technology, Cambridge, Massachusetts, USA, 2005.
[2] Larsen C.M., Lie H., Passano E., Yttervik R., Wu J., Baarholm G. VIVANA Theory Manual (Version3.7), Norwegian Marine Technology Research Institute, Trondheim, Norway, 2009.
[3] Grant R., Litton R., Finn L. Highly compliant rigid risers: Filed test benchmarking a time domain VIV algorithm [C]. Proceedings of the Offshore Technology Conference. Houston, Texas, USA, 2000.
[4] Sidarta D.E., Finn L.D., Maher J. Time domain FEA for riser VIV analysis[C]. Proceedings of the ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. Shanghai, China, 2010, OMAE2010-20688.
[5] Wang K.P., Xue H.X., Tang W.Y. Time domain analysis approach for riser Vortex-Induced Vibration based on forced vibration test data [C]. Proceedings of the ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering, Nantes, France, 2013, OMAE2013-10285.
[6] Chen W.M., Li M., Guo S.X., Gan K. 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.
[7] Thorsen M.J., Sævik S., Larsen C.M. Time domain simulation of vortex-induced vibrations in stationary and oscillating flows [J]. Journal of Fluids and Structures, 2016, 61:1-19.
[8] Gopalkrishnan R. Vortex induced forces on oscillating bluff cylinders [D]. Doctoral thesis, Massachusetts Institute of Technology, 1993.
[9] Venugopal M. Damping and response of a flexible cylinder in a current [D]. Doctoral thesis, Massachusetts Institute of Technology, 1996.
[10] Song L.J., Fu S.X., Cao J., Ma L.X., Wu J. An investigation into the hydrodynamics of a flexible riser undergoing Vortex-Induced Vibration [J]. Journal of Fluids and Structures, 2016, 63: 325-350.
[11] Huse E., Kleiven G., Nielsen F.G. Large Scale Model Testing Of Deep Sea Risers [C]. Proceedings of the Offshore Technology Conference, Houston, Texas, USA, 1998.
[12] Lie H., Kaasen K.E. Modal analysis of measurements from a large-scale VIV model test of a riser in linearly sheared flow [J]. Journal of Fluids and Structures, 2006, 22(4):557-575.