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首页> 外文期刊>Journal of Fluids and Structures >Investigations on sloshing mitigation using elastic baffles by coupling smoothed finite element method and decoupled finite particle method
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Investigations on sloshing mitigation using elastic baffles by coupling smoothed finite element method and decoupled finite particle method

机译:通过耦合平滑的有限元法和分离有限颗粒法利用弹性挡板对晃动缓解的研究

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Liquid sloshing in partially filled containers is widely observed in various engineering systems where the forces exerted by the liquid on tank walls may result in the instability of tank or even a structural failure. To enhance the hydrodynamic damping ratio and consequently decrease the sloshing forces, baffles have been designed as effective internal components inside containers in most of the practical engineering problems. In this work, we numerically investigate the sloshing mitigation using elastic baffles through our recently developed methodology based on the coupling strategy of smoothed finite element method (SFEM) and an improved version of smoothed particle hydrodynamics (SPH) offering better accuracy. First, we simulate a benchmark problem of sloshing flow interacting with an elastic baffle installed in a container, and the numerical results agree well with the experimental data. Further, various cases are conducted to study the sloshing mitigation by using deformable baffles with different configurations and elasticities. Our current observations and findings based on the simulation results demonstrate that the impact pressure on the tank wall is significantly influenced by the geometric orientations and complex configurations of elastic baffles. The timing of sloshing flow impacting on the container wall can be passively controlled by adequately choosing the baffle elasticity. The damping performances of different elastic baffles are quantified by the numerically obtained Pressure-E-baffle lines. The relevant analysis in this paper can greatly help explore the effective solutions to mitigate the liquid sloshing in engineering systems. (C) 2020 Elsevier Ltd. All rights reserved.
机译:在各种工程系统中,在各种工程系统中广泛观察到部分填充容器中的液体晃动在罐壁上施加的液体施加的力可能导致罐体的不稳定性甚至是结构故障。为了增强流体动力阻尼比并因此降低晃动力,在大多数实际工程问题中被设计为内部容器内部的有效内部部件。在这项工作中,我们通过基于平滑有限元方法(SFEM)的耦合策略和平滑粒子流体动力学(SPH)的耦合策略来使用弹性挡板来使用弹性挡板来使用弹性挡板来计算晃动缓解。首先,我们模拟与安装在容器中的弹性挡板相互作用的晃动流动的基准问题,数值结果与实验数据很好。此外,通过使用具有不同构造和弹性的可变形挡板来研究各种情况以研究晃动缓解。我们目前的基于模拟结果的观测和发现表明,罐壁上的冲击压力受到弹性挡板的几何取向和复杂配置的显着影响。可以通过充分选择挡板弹性来叠加对容器壁的晃动流动的定时。通过数值获得的压力 - 电子挡板线量化不同弹性挡板的阻尼性能。本文的相关分析可以大大帮助探索减轻工程系统中液体晃动的有效解决方案。 (c)2020 elestvier有限公司保留所有权利。

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