입자법을 이용한 댐 붕괴의 수치 시뮬레이션

NUMERICAL SIMULATION OF DAM-BROKEN PROBLEMS USING A PARTICLE METHOD

  • 이병혁 (부산대학교 대학원 조선해양공학과) ;
  • 정성준 (부산대학교 대학원 조선해양공학과) ;
  • 김영훈 (한국조선협회 조선인력개발센터) ;
  • 박종천 (부산대학교 조선해양공학과)
  • 발행 : 2008.03.31

초록

A particle method recognized as one of the gridless methods has been developed to investigate the nonlinear free-surface motions interacting to the structures. The method is more feasible and effective than convectional grid methods for solving the non-linear free-surface motion with complicated boundary shapes. The right-handed side of the governing equations for incompressible fluid, which includes gradient, viscous and external force terms, can be replaced by the particle interaction models. In the present study, the developed method is applied to the dam-broken problem on dried- and wet-floor and its adequacy will be discussed by the comparison with the experimental results.

키워드

참고문헌

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