Fluid structure interaction examines the effect of a flow field upon a structure and vice-versa and plays an important role in different areas of civil engineering.ethe interaction of steep non-linear water waves with offshore wind turbine foundations is investigated in order to provide information on wave loads and other hydrodynamic effects for design. The wave field around and loads on an offshore wind turbine foundation are simulated using a numerical model based on fully non-linear Boussinesq equations. Cartesian cut cell technique is implemented to fit the geometry of the cylindrical structure.
In case of a
coastal surge hitting a structure, the wave dynamics can be predicted using the
adaptive quadtree grid based Godunov-type shallow water equation solver.
In an idealised
test case, the calculation is carried out in a 5 m × 5 m domain, with
a horizontal, frictionless bed. At the centre is placed a circular
surface-piercing cylinder of diameter 1 m. The domain has open inlet
and outlet boundaries at its west and east ends. The north and south lateral
boundaries are open. The shock-like bore propagates from the western
|
Shock reflection by a circular cylinder: depth contours and adapted quadtree grids at different times. |