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Impact resistance analysis of grille dam based on fluid structure interaction

机译:基于流体结构相互作用的格栅大坝抗冲击性分析

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Aiming at the impact failure of debris flow grille dam, considering the interaction of boulder-debris flow slurry- grille dam based on SPH-FEM, this article analyzed the variation laws of velocity, impact force and support reaction before and after debris flow slurry and boulders passing through grille dam. The results show that: SPH-FEM coupling method can truly reappear the impact of debris flow on the grille dam; the velocity of debris flow slurry and boulder are reduced by nearly 60% after passing through the dam, and the effect is remarkable; debris flow slurry and boulder have secondary impact on the grille dam. In the first impact, the greater the radius of the boulder, the greater the impact force; in the second impact, the impact force has nothing to do with the radius of the boulder.
机译:考虑到基于SPH-FEM的巨石 - 碎片流动浆料泥浆坝的相互作用,本文分析了碎速,冲击力和碎片流动浆料前后的变异规律,拆除了碎速,冲击力和支持反应的变异规律,旨在 穿过格栅大坝的巨石。 结果表明:SPH-FEM耦合方法可以真正重新出现碎屑流在格栅坝上的影响; 通过大坝后碎片流动浆料和巨石的速度降低了近60%,效果显着; 泥石流浆料和巨石对格栅坝有二次冲击。 在第一次冲击中,巨石的半径越大,冲击力越大; 在第二次冲击中,冲击力与巨石半径无关。

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