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基于FPM方法的入水问题数值模拟研究

中文摘要英文摘要

结构体入水作为一个高度非线性的冲击动力学问题,广泛存在于船舶海洋和军事等工程领域,因此,对该问题进行精确而高效的数值模拟是十分必要。采用有限质点法(finite particle method, FPM),结合无反射边界,数值模拟研究了二维结构体入水的动态过程。通过分析楔形体入水所受的垂向力、速度和压力,并与相关文献结果对比分析,验证了该方法的有效性。在此基础上,对不同工况下的入水问题进行了模拟,研究了不同尺寸、形状、初速度和质量等情况下,结构入水冲击时垂向力和速度随时间的变化规律,以及不同时刻下压力响应的变化趋势。研究结果表明:楔形体的底升角尺寸、结构体形状、入水初速度和质量等因素都会直接影响结构体入水的力学特性,为入水结构体的力学设计提供了参考。

Water entry of structures ,a highly nonlinear impact dynamic process , is widely used in maritimeand military fields. Ilt is very necessary to simulate this problem accurately and effectively. The finite parti-cle method (FPM) combined with the non-reflection boundary was adopted to simulate the problem of wa-ter entry. 'The vertical force , the velocity and the pressure of two-dimensional wedge were analyzed andcompared with the results of the literature to verify the effectivity of this method.'The factors for the prob-lem of water entry were also studied in this paper.The effects of size , shape , initial velocity and mass onvertical force , velocity and pressure at different time were analyzed. It is shown that the mechanical proper-ties of the structure are affected by the bottom angle of the wedge , the shape of the structure , the initial ve-locity and the mass , which has a reference for the design of the water-entry structure.

王敏、马小晶、张博文、陈尉

10.12074/202303.00349V1

水工结构水利工程基础科学军事技术

FPM无反射边界数值模拟结构体入水力学特性

王敏,马小晶,张博文,陈尉.基于FPM方法的入水问题数值模拟研究[EB/OL].(2023-03-20)[2025-08-02].https://chinaxiv.org/abs/202303.00349.点此复制

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