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A higher order FEM for time-domain hydroelastic analysis of large floating bodies in an inhomogeneous shallow water environment

机译:非均质浅水环境下大型浮体时域水弹性分析的高阶有限元

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摘要

The study of wave action on large, elastic floating bodies has received considerable attention, finding applications in both geophysics and marine engineering problems. In this context, a higher order finite-element method (FEM) for the numerical simulation of the transient response of thin, floating bodies in shallow water wave conditions is presented. The hydroelastic initial-boundary value problem, in an inhomogeneous environment, characterized by bathymetry and plate thickness variation, is analysed for two configurations: (i) a freely floating strip modelling an ice floe or a very large floating structure and (ii) a semi-fixed floating beam representing an ice shelf or shore fast ice, both under long-wave forcing. The variational formulation of these problems is derived, along with the energy conservation principle and the weak solution stability estimates. A special higher order FEM is developed and applied to the calculation of the numerical solution. Results are presented and compared against established methodologies, thus validating the present method and illustrating its numerical efficiency. Furthermore, theoretical results concerning the energy conservation principle are verified, providing a valuable insight into the physical phenomenon investigated.
机译:对大型弹性浮体上的波浪作用的研究受到了相当大的关注,在地球物理和海洋工程问题中都有应用。在这种情况下,提出了一种用于浅水波条件下的薄浮体瞬态响应数值模拟的高阶有限元方法。在非均质环境中,以测深法和板厚变化为特征的水弹性初始边界值问题,针对两种构造进行了分析:(i)模拟浮冰或非常大的漂浮结构的自由漂浮带,以及(ii)半浮雕在长波强迫下固定的代表冰架或岸上快速冰的浮动梁。导出了这些问题的变分形式,以及能量守恒原理和弱解稳定性估计。开发了一种特殊的高阶有限元法,并将其应用于数值解的计算。提出结果并与已建立的方法进行比较,从而验证了本方法并说明了其数值效率。此外,还验证了有关节能原理的理论结果,为所研究的物理现象提供了宝贵的见解。

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