DOI QR코드

DOI QR Code

Dynamic analysis of maritime gasbag-type floating bridge subjected to moving loads

  • Wang, Huan-huan (School of Mechanical Engineering, Shanghai Jiaotong University) ;
  • Jin, Xian-long (State Key Lab of Mechanical System and Vibration, Shanghai Jiaotong University)
  • Received : 2015.03.21
  • Accepted : 2015.11.30
  • Published : 2016.03.31

Abstract

This paper studied the dynamic response of a new gasbag-type floating bridge under the effect of a moving load. The arbitrary Lagrangian-Eulerian (ALE) method was used to simulate the movement of seawater and air, and the penalty-based method was used to study the coupling between gasbags and fluid. A three-dimensional finite element model of the floating bridge was established, and the numerical model was verified by comparing with the experimental results. In order to prevent resonance, the natural frequencies and flexural mode shapes were analyzed. Based on the initial state analysis, the dynamic responses of the floating bridge subjected to different moving loads were investigated. Vertical displacements and radial deformations of gasbags under different loads were compared, and principal stress distributions of gasbags were researched while driving. The hinge forces between adjacent modules were calculated to ensure the connection strength. Besides, the floating bridge under wave impacting was analyzed. Those results can provide references for the analysis and design of this new floating bridge.

Keywords

References

  1. Baiges, J., Codina, R., Coppola-Owen, H., 2011. The Fixed-Mesh ALE approach for the numerical simulation of floating solids. Int. J. Numer. Methods Fluids 67 (8), 1004-1023. https://doi.org/10.1002/fld.2403
  2. Davey, K., Ward, M.J., 2002. A practical method for finite element ring rolling simulation using the ALE flow formulation. Int. J. Mech. Sci. 44 (1), 165-190. https://doi.org/10.1016/S0020-7403(01)00080-7
  3. Farhat, C., Geuzaine, P., Grandmont, C., 2001. The discrete geometric conservation law and the nonlinear stability of ALE schemes for the solution of flow problems on moving grids. J. Comput. Phys. 174 (2), 669-694. https://doi.org/10.1006/jcph.2001.6932
  4. Fu, S.X., Cui, W.C., Chen, X.J., Wang, C., 2005. Hydroelastic analysis of a nonlinearly connected floating bridge subjected to moving loads. Mar. Struct. 18 (1), 85-107. https://doi.org/10.1016/j.marstruc.2005.05.001
  5. Kashiwagi, M., 2000. Non-linear simulations of wave-induced motions of a floating body by means of the mixed Eulerian-Lagrangian method. Proc. Inst. Mech. Eng. Part C J. Mech. Eng. Sci. 214 (6), 841-855. https://doi.org/10.1243/0954406001523821
  6. Le Tallec, P., Mouro, J., 2001. Fluid structure interaction with large structural displacements. Comput. Methods Appl. Mech. Eng. 190 (24), 3039-3067. https://doi.org/10.1016/S0045-7825(00)00381-9
  7. Lee, C.S., Heo, H.S., Kim, Y.N., Kim, M.H., Kim, S.H., Lee, J.M., 2012. Investigation of structural responses of breakwaters for green water based on fluid-structure interaction analysis. Int. J. Nav. Archit. Ocean Eng. 4 (2), 83-95. https://doi.org/10.2478/IJNAOE-2013-0080
  8. Lee, H.P., 1994. Dynamic response of a beam with intermediate point constraints subject to a moving load. J. Sound Vib. 171 (3), 361-368. https://doi.org/10.1006/jsvi.1994.1126
  9. Michaltsos, G., Sophianopoulos, D., Kounadis, A.N., 1996. The effect of a moving mass and other parameters on the dynamic response of a simply supported beam. J. Sound Vib. 191 (3), 57-362.
  10. Pratt, J.N., Bevins, T.L., Walker, B.E., Ray, J.C., 2009. Transportable flotation system: U.S. Patent 7,481,176.
  11. Sawada, T., Hisada, T., 2007. Fluidestructure interaction analysis of the two-dimensional flag-in-wind problem by an interface-tracking ALE finite element method. Comput. Fluids 36 (1), 136-146. https://doi.org/10.1016/j.compfluid.2005.06.007
  12. Seif, M.S., Inoue, Y., 1998. Dynamic analysis of floating bridges. Mar. Struct. 11 (1), 29-46. https://doi.org/10.1016/S0951-8339(97)00012-9
  13. Souli, M., Ouahsine, A., Lewin, L., 2000. ALE formulation for fluid-structure interaction problems. Comput. Methods Appl. Mech. Eng. 190 (5), 659-675. https://doi.org/10.1016/S0045-7825(99)00432-6
  14. Steele, C.R., 1967. Nonlinear effects in the problem of the beam on a foundation with a moving load. Int. J. Solids Struct. 3 (4), 565-585. https://doi.org/10.1016/0020-7683(67)90009-1
  15. Wang, C., Fu, S.X., Li, N., Cui, W.C., Lin, Z.M., 2006. Dynamic analysis of a pontoon-separated floating bridge subjected to a moving load. China Ocean. Eng. 20 (3), 1-14.
  16. Wu, J.S., Shih, P.Y., 1998. Moving-load-induced vibrations of a moored floating bridge. Comput. Struct. 66 (4), 435-461. https://doi.org/10.1016/S0045-7949(97)00072-2
  17. Yang, Y.B., Yau, J.D., Hsu, L.C., 1997. Vibration of simple beams due to trains moving at high speeds. Eng. Struct. 19 (11), 936-944. https://doi.org/10.1016/S0141-0296(97)00001-1
  18. Zhang, J., Miao, G.P., Liu, J.X., Sun, W.J., 2008. Analytical models of floating bridges subjected by moving loads for different water depths. J. Hydrodyn. Ser. B 20 (5), 537-546. https://doi.org/10.1016/S1001-6058(08)60092-X
  19. Zhang, Q., Hisada, T., 2001. Analysis of fluid-structure interaction problems with structural buckling and large domain changes by ALE finite element method. Comput. Methods Appl. Mech. Eng. 190 (48), 6341-6357. https://doi.org/10.1016/S0045-7825(01)00231-6

Cited by

  1. Dynamic Behavior of Steel and Composite Ferry Subjected to Transverse Eccentric Moving Load Using Finite Element Analysis vol.10, pp.15, 2016, https://doi.org/10.3390/app10155367