The advanced numerical simulations of wave-structure interaction under regular or extreme wave conditions.
State-of-the-Art computational fluid dynamics modelling for soft (flexible engineering and nature-based) infrastructures.
The coupled IBM–VFIFE numerical framework reveals how stem flexibility fundamentally alters vortex dynamics and hydrodynamic loads.
A meshless smoothed particle hydrodynamics (SPH) model resolves the fully coupled dynamics between waves and vegetation deformation.
The LES simulations combined with IBM method reveal how the complex mangrove root geometry modifies local flow patterns and enhances turbulence generation.
A full-scale CFD model illustrating how mangrove forests mitigate storm surge impacts through enhanced wave energy dissipation.
Coupled hydrodynamic, morphological, and soil models are employed to resolve three-dimensional seepage forces and bed-slope effects around a monopile under tsunami conditions.
This study quantifies the role and mechanics of seepage response in tsunami‐induced bed mobility and scour through theoretical analyses and fully coupled hydrodynamic and morphological simulations.
The high-resolution CFD model resolves free-surface deformation and wave patterns induced by vessel motion impacts.
The experiment demonstrates the process of solitary wave shoaling and breaking over a sloping bed.
The experiment compares irregular wave overtopping at a revetment with and without roughness elements.
The experiment reveals how structural elasticity and aeration govern breaking-wave impacts, leading to pressure spreading and high-frequency vibrations.
The experiment shows the transport rates of microplastics on the bed.
We use cookies to analyze website traffic and optimize your website experience. By accepting our use of cookies, your data will be aggregated with all other user data.