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Numerical Investigation of breaking waves and their interations with structures using MLPG_R method

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Figure

Fig. 3.3.1 Illustration of particles, integration domain and support domain
Fig. 3.3.2 Illustration of division of an integration domain
Fig. 3.3.3 Illustration of the influence domain for wall particles (solid circle: wall particles; hollow circle: water particles)
Fig. 3.3.6 Effects of different  on the PND in dam breaking cases
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Numerical methods for implementation of solid boundary condition in meshless Test the effectiveness of parameter  in Eq (3.2.3) Effectiveness of the semi-analytical technique for surface integrals Behaviors of impact pressure in a baffled tank Investigations of relationship between pressure impact peak and breaking waves Future work

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