Trans RINA, Vol 161, Part A4, Intl J Maritime Eng, Oct-Dec 2019 6. ACKNOWLEDGEMENTS
This work is supported by National Key Research and Development Plan of China (Grant No. 2016YFC0303704), National Natural Science Foundation of China (Grant No. 51509258), National Science and Technology Major Project of China (2016ZX05033-004-004).
7. 1.
REFERENCES
FYRILEIV, O., MØRK, K. Structural response of pipeline free spans based on beam theory. Proceedings of ASME 2002, International Conference on Offshore Mechanics and Arctic Engineering, Norway, June 23-28, 2002, 175-183.
2. 3. 4. 5.
VEDELD, K., SOLLUND, H., HELLESLAND, J. Free vibrations of free spanning offshore pipelines. Eng. Struct. 2013, 56(56): 68-82.
FACCHINETTI, M.L., DE LANGRE, E., BIOLLEY, F. Coupling of structure and wake oscillators in vortex-induced vibrations. J. Fluids Struct. 2004, 19(2), 123-140.
LOW, Y.M., SRINIL, N. VIV fatigue reliability analysis of marine risers with uncertainties in the wake oscillator model. Eng. Struct. 2016, 106, 96-108.
GUO, H.Y., LOU, M., DONG, X.L. Experimental study on vortex-induced vibration of risers transporting fluid. Proceedings of the 16th International Offshore and Polar Engineering Conference, USA, May 28-June 2, 2006, 820-823.
6. 7. 8. 9. 10. 11. 12.
HOUSER, G.W. Bending vibrations of a pipeline containing flowing fluid. J. Appl. Mech. 1952, 19, 205-208.
SHEN, Z.H., ZHAO, Q. Effects of internal flow on vortex-induced vibration and fatigue life of submarine pipelines. China Ocean Eng. 1996, 10(3), 251-260.
GUO, H.Y., WANG, Y.B., FU, Q. The effect of internal fluid on the response of vortex- induced vibration of marine rises. China Ocean Eng. 2004, 18(1), 11-20.
LOU, M., DING, J., GUO, H.Y., DONG X.L. Effect of internal flow on vortex-induced vibration of submarine free spanning pipelines. China Ocean Eng. 2005, 19, 147-154.
GUO, H.Y., LOU, M. Effect of internal flow on vortex-induced vibration of risers. J. Fluids Struct. 2008, 24(4), 496-504.
KAEWUNRUEN, S., CHIRAVATCHRADEJ, J., CHUCHEEPSAKUL, S. Nonlinear free vibrations of marine risers/pipes transporting fluid. Ocean Eng. 2005, 32(32), 417-440.
DAI, H.L., WANG, L., QIAN, Q., NI, Q. Vortex- induced vibrations of pipes conveying pulsating fluid. Ocean Eng. 2014, 77(2), 12-22.
A-332 16.
17. 18.
19. 13. 14. 15.
DRAGO, M., MATTIOLI, M., BRUSCHI, R., VITALI, L. Insights on the design of free- spanning pipelines. Philos. Trans. R. Soc. London, Ser. A. 2015, 373(2033).
PAIDOUSSIS, M.P. Fluid-structure interactions: slender structures and axial flow. Academic Press, California, 1998.
GAN C., JING S., YANG S., LEI H. Effects of supported angle on stability and dynamical bifurcations of cantilevered pipe conveying fluid. Appl. Math. Mech. 2015, 36(6), 729-746.
JING, S., GAN, C.B., YANG, S.X., LEI, H. Vibration characteristics of an inclined pinned- pinned fluid-conveying pipe (in Chinese). Eng. Mech. 2015, 32(12), 243-256.
CLOUGH, R.W., PENZIEN, J. Dynamics of Structures. McGraw-Hill, Inc. New York, 1975.
IWAN, W.D. The vortex- induced oscillation of non-uniform structural systems. J. Sound Vib. 1981, 79(2), 291-301.
VIOLETTE, R., DE LANGRE, E., SZYDLOWSKI, J. Computation of vortex- induced vibrations of long structures using a wake oscillator model: Comparison with DNS and experiments. Comput. Struct. 2007, 85(11- 14), 1134-114.
20. 21. 22. 23.
COTTA, R.M. Integral Transforms in Computational Heat and Fluid Flow. CRC Press, Florida, 1993.
COTTA, R.M. Benchmark results in computational heat and fluid flow: the integral transform method. J. Heat Mass Transfer. 1994, 37, 381-393.
COTTA, R.M., MIKHAILOV, M. D. Heat Conduction - Lumped Analysis, Integral Transforms,
Symbolic Computation. Wiley/Interscience., London, 1997.
COTTA, R.M. The Integral Transform Method in Thermal and Fluids Science and Engineering. Begell House, New York, 1998.
24. MA, J.K., SU, J., LU, C.H., LI, J.M. Integral transform solution of the transverse vibration of an axial moving string. J. Vib. Meas. Diagn. 2006, 26, 104-107.
25.
AN, C., SU, J. Dynamic response of clamped axially moving beams: Integral transform solution. Appl. Math. Comput. 2011, 218(2), 249-259.
26. MATT, C.F.T. Combined classical and generalized integral transform approaches for the analysis of the dynamic behavior of a damaged structure. Appl. Math. Modell. 2013a, 37(18-19), 8431–8450.
27. MATT, C.F.T. Simulation of the transverse vibrations of a cantilever beam with an eccentric tip mass in the axial direction using integral transforms. Appl. Math. Modell. 2013b. 37(22), 9338–9354.
©2019: The Royal Institution of Naval Architects
Page 1 |
Page 2 |
Page 3 |
Page 4 |
Page 5 |
Page 6 |
Page 7 |
Page 8 |
Page 9 |
Page 10 |
Page 11 |
Page 12 |
Page 13 |
Page 14 |
Page 15 |
Page 16 |
Page 17 |
Page 18 |
Page 19 |
Page 20 |
Page 21 |
Page 22 |
Page 23 |
Page 24 |
Page 25 |
Page 26 |
Page 27 |
Page 28 |
Page 29 |
Page 30 |
Page 31 |
Page 32 |
Page 33 |
Page 34 |
Page 35 |
Page 36 |
Page 37 |
Page 38 |
Page 39 |
Page 40 |
Page 41 |
Page 42 |
Page 43 |
Page 44 |
Page 45 |
Page 46 |
Page 47 |
Page 48 |
Page 49 |
Page 50 |
Page 51 |
Page 52 |
Page 53 |
Page 54 |
Page 55 |
Page 56 |
Page 57 |
Page 58 |
Page 59 |
Page 60 |
Page 61 |
Page 62 |
Page 63 |
Page 64 |
Page 65 |
Page 66 |
Page 67 |
Page 68 |
Page 69 |
Page 70 |
Page 71 |
Page 72 |
Page 73 |
Page 74 |
Page 75 |
Page 76 |
Page 77 |
Page 78 |
Page 79 |
Page 80 |
Page 81 |
Page 82 |
Page 83 |
Page 84 |
Page 85 |
Page 86 |
Page 87 |
Page 88 |
Page 89 |
Page 90 |
Page 91 |
Page 92 |
Page 93 |
Page 94 |
Page 95 |
Page 96 |
Page 97 |
Page 98 |
Page 99 |
Page 100 |
Page 101 |
Page 102 |
Page 103 |
Page 104 |
Page 105 |
Page 106 |
Page 107 |
Page 108 |
Page 109 |
Page 110 |
Page 111 |
Page 112 |
Page 113 |
Page 114 |
Page 115 |
Page 116 |
Page 117 |
Page 118 |
Page 119 |
Page 120 |
Page 121 |
Page 122 |
Page 123 |
Page 124 |
Page 125 |
Page 126 |
Page 127 |
Page 128 |
Page 129 |
Page 130 |
Page 131 |
Page 132 |
Page 133 |
Page 134 |
Page 135 |
Page 136 |
Page 137 |
Page 138 |
Page 139 |
Page 140 |
Page 141 |
Page 142 |
Page 143 |
Page 144 |
Page 145 |
Page 146 |
Page 147 |
Page 148 |
Page 149 |
Page 150 |
Page 151 |
Page 152 |
Page 153 |
Page 154 |
Page 155 |
Page 156 |
Page 157 |
Page 158 |
Page 159 |
Page 160 |
Page 161 |
Page 162 |
Page 163 |
Page 164 |
Page 165 |
Page 166
