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Numerical analysis of impact loads on a two-dimensional flat plate during ditching
Phys. Rev. Fluids 10, 044801 – Published 3 April, 2025
DOI: https://doi.org/10.1103/PhysRevFluids.10.044801
Abstract
The variation laws of pressure peak during the impact phase of flat plate ditching available from previous experiments, numerical simulations, and theoretical investigations are inconsistent. Hence, the impact pressure and force on a two-dimensional flat plate are numerically studied by solving the compressible unsteady Reynolds-averaged Navier-Stokes equations and volume of fluid model. Under the premise of ensuring efficiency, the boundary effect, starting effect, and the influence of grid resolution and time step on the simulation results are eliminated. The results demonstrate that the pressure peak exhibits a rapid increase–gradual decrease variation law. The rapid increase is attributed to the formation and development of the spray sheet, during which the curvature of the waterline near the spray root quickly decreases, and the stagnation streamline rapidly changes from parallel to perpendicular to the plate. The subsequent gradual decrease of pressure peak is caused by the gradual variation of the spray sheet, during which the curvature of the waterline gradually descends, and the stagnation streamline gradually deviates from the direction perpendicular to the plate. Wagner and self-similar theories only hold approximately in the gradual decrease region, while they fail in the rapid increase region because they do not consider the formation and development of the spray sheet. The prediction formulas of the maximum pressure peak and unsteady normal force are proposed, which perform effectively under various ditching parameters.
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