DOI QR코드

DOI QR Code

Numerical Analysis on Deformation of Submerged Structures using 2-Dimensional VOF-DEM Model

  • Kim, Mi-Kum (Department of Civil Engineering, Tottori University) ;
  • Kim, Chang-Je (Division of Navigation System Engineering, Korea Maritime University)
  • 발행 : 2007.12.31

초록

In this paper we proposed a model that the deformation of the submerged rubble mound breakwaters composed with materials of various size, induced by wave action, can be computed. The water particle kinematics by waves in porous mound structure are computed by CADMAS-SURF, then the deformation of structure is computed using DEM module. To investigate the interaction of wave and sectional deformation of structures, analysis is accomplished by two steps. Analysis at the first step is executed with incipient mound. And analysis at the second step is executed with deformed mound by wave action. Furthermore, behaviors of materials are influenced by various properties such as the contact stiffness and the friction angle. Therefore, in order to present the behavior of the element caused by various properties, computations are accomplished with random coefficients by using the Monte Carlo simulation.

키워드

참고문헌

  1. Araki, S., Kotake, Y, Kanazawa, T., Matsumura, A, and Deguchi, I. (2001), 'Numerical simulation of deformation of rubble mound seawall with VOF and DEM', Proceedings of coastal engineering, JSCE, Vol. 48, pp.931-935
  2. Araki, S., Yanagihara, T., and Deguchi, I. (2003), 'Numerical simulation on 3-dimensional deformation of submerged breakwater with discrete element method', Proceedings of coastal engineering, JSCE, Vol. 50, pp.831-835
  3. Coastal Development Institute of Technology (2001), 'Research and development of CADMAS-SURF', No.12. (in Japanese)
  4. Cundall, P. A.(1971), 'A computer model for simulating progressive, large-scale movements in blocky rock systems', Symposium on rock mechanics, Nancy, Vol. 2, pp.129-136
  5. Hirt, C. W. and Nichols, B. D. (1981), 'Volume of fluid method for the dynamics of free boundaries', J. Comp. Phys., Vol.39, pp.201-225 https://doi.org/10.1016/0021-9991(81)90145-5
  6. Japan Society of Civil Engineers. (1971), Formulary on hydraulics, pp. 523. (in Japanese)
  7. Kiyama, H., Hujimura, H., and Nishimura, T. (1988), 'Theoretical analysis of Fenner-Pacher type characteristic curves for tunneling by DEM', Journal of geotechnical engineering,394/II -9, pp. 37-44. (in Japanese)
  8. Maeno, S., Ogawa, M., and Bierawski, L. G.(2006), 'Analysis on deformation of the permeable submerged breakwater by coupling of VOF, DEM and FEM', Annual conference of Coastal Engineering, JSCE, Vol. 53, pp.886-890.(in Japanese)