Abstract
Water entry of structures is a typical hydrodynamic issue in the field of marine engineering. In this paper, an improved Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) method is utilized to develop a two-dimensional numerical model of water entry of a cylinder in free fall. In order to solve the problem of particle distribution along Lagrangian flow lines inherent to SPH, Gradient Particle Shifting Technique (GPST) is introduced. Besides, a sponge layer is installed at the domain boundary to prevent the effect of boundary reflection pressure. A typical test of water-entry of a tank is conducted. Such results as the surface morphology are compared with reliable experimental data, with a low error. Therefore, the present numerical model is validated. After that, the effect of water-entry velocity on slamming load is discussed. The obtained results shall provide a reference for the further investigation on water-entry impact problems.
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Funding
The National Natural Science Foundation of China (52271307, 52061135107, 52192692,11802025), the opening project of State Key Laboratory of Explosion Science and Technology (KFJJ21-09M), the Liao Ning Revitalization Talents Program (XLYC1908027) and the Fundamental Research Funds for the Central Universities (DUT20RC(3)025, DUT20TD108, DUT20LAB308).
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Wang, Y., Li, B., Wang, L., Wang, S., Yang, X., Zhang, Z. (2024). Numerical Simulation of Water Entry of Cylinder Based on Improved Smoothed Particle Hydrodynamics Method. In: Li, S. (eds) Computational and Experimental Simulations in Engineering. ICCES 2023. Mechanisms and Machine Science, vol 143. Springer, Cham. https://doi.org/10.1007/978-3-031-42515-8_63
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DOI: https://doi.org/10.1007/978-3-031-42515-8_63
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