• DocumentCode
    2639168
  • Title

    Dynamical Response Simulation of Concrete Dam Subjected to Underwater Contact Explosion Load

  • Author

    Yu, Tiantang

  • Author_Institution
    Dept. of Eng. Mech., Hohai Univ., Nanjing, China
  • Volume
    1
  • fYear
    2009
  • fDate
    March 31 2009-April 2 2009
  • Firstpage
    769
  • Lastpage
    774
  • Abstract
    The LS-DYNA software was employed to simulate the dynamic response of concrete dam subjected to contact explosion load. Based on the ALE (Arbitrary Lagrange-Euler) algorithm, the full coupled model, including the propagation of shock wave and the interaction between water and dam, was used. The damage results show that it is worse when explosive is in the water compared to when it is on the surface or at the bottom of the water. With emphasis on the case that the explosive is in the water, the dynamic response of concrete dam was simulated. The energies absorbed by dam, reservoir water and dam foundation were obtained. The process of damage evolution of dam concrete and the major principal stress of dam were presented. The analytical results show that the dam is in the most danger when the explosive is in the water and at the certain distance from the bottom of the water.
  • Keywords
    dams; dynamic response; explosions; geotechnical engineering; hydrodynamics; polynomials; shock waves; structural engineering; LS-DYNA software; arbitrary Lagrange-Euler algorithm; concrete dam; dynamical response simulation; shock wave propagation; underwater contact explosion load; Capacitive sensors; Computational modeling; Computer science; Computer simulation; Concrete; Electric shock; Equations; Explosions; Explosives; Lagrangian functions; concrete dam; dynamic response; numerical simulation; underwater contact explosion;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Computer Science and Information Engineering, 2009 WRI World Congress on
  • Conference_Location
    Los Angeles, CA
  • Print_ISBN
    978-0-7695-3507-4
  • Type

    conf

  • DOI
    10.1109/CSIE.2009.106
  • Filename
    5171279