A study of violent water induced impact problems using ISPH method

Abdelraheem M. Aly, Mitsuteru Asai, Yoshimi Sonoda

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In this study, violent water induced impact problems are simulated by using incompressible SPH (ISPH) method. In the framework of ISPH method, there are several models, which have different source term in their pressure Poisson equation. The conventional source terms are velocity divergence free formulation called by "Truly incompressible SPH model" and density invariance formulation. In addition, we have proposed a relaxed density invariance formulation incorporated with divergence free term. This formulation is called 'stabilized ISPH' in this paper. Boundary condition using dummy particles with slip condition is introduced to prevent penetration and adjust wave velocity and profile compare to experimental results. The same formulation of the stabilized ISPH including the turbulence model is applied into the impact pressure evaluation for inclined dam break in two and three dimensions. Comparison between the proposed model and experimental results is performed and it has a reasonable agreement.

Original languageEnglish
Title of host publicationProceedings of the 9th International Conference on Shock and Impact Loads on Structures
Pages217-224
Number of pages8
Publication statusPublished - Dec 1 2011
Event9th International Conference on Shock and Impact Loads on Structures - Fukuoka, Japan
Duration: Nov 16 2011Nov 18 2011

Publication series

NameProceedings of the 9th International Conference on Shock and Impact Loads on Structures

Other

Other9th International Conference on Shock and Impact Loads on Structures
CountryJapan
CityFukuoka
Period11/16/1111/18/11

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering

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