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Vibration of a plate coupled with fluid considering the effects of stress and deformation under hydrostatic load

机译:考虑静水载荷下应力和变形影响的与流体耦合的板的振动

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The effects of inner stress and geometric deformation caused by hydrostatic load on the vibration of a bottom plate-fluid coupled system are studied in detail. The Von Karman nonlinear strain displacement relationship and the Hamilton's principle are utilized to formulate the two sets of governing equations: nonlinear static equations under hydrostatic load and linear vibration equations of the plate-fluid coupled system considering the hydrostatic load effect at the nonlinear static position. A two-step theoretical approach is developed based on the equations. Experimental and numerical researches are carried out to validate the theoretical approach, and the natural frequencies derived by the three approaches coincide well. The results show that with the fluid height increasing, the natural frequencies of the plate decrease sharply at the very beginning, then increase constantly except that the fundamental frequency continues to decrease slowly. That means the added mass effect is the dominating effect when the fluid height is low, and the stiffening effect of the hydrostatic load plays a more important role with the fluid getting higher. The stress and deformation effects are considered respectively and compared in detail. Models with different fluid-plate size ratios are studied. Moreover, the hydrostatic load effect on the hydroelastic vibration responses of the plate is also analyzed.
机译:详细研究了静水载荷引起的内应力和几何变形对底板-流体耦合系统振动的影响。利用冯·卡曼非线性应变位移关系和汉密尔顿原理来建立两组控制方程:静水载荷下的非线性静力方程和考虑静水力作用的板-液耦合系统的线性振动方程。基于方程式,开发了一种两步理论方法。进行了实验和数值研究以验证该理论方法,并且由这三种方法得出的固有频率很好地吻合。结果表明,随着流体高度的增加,板的固有频率从一开始就急剧下降,然后不断增加,除了基频继续缓慢下降。这意味着当流体高度低时,附加的质量效应是主要效应,并且随着流体的变高,静水载荷的加劲效应起着更重要的作用。分别考虑了应力和变形效应,并进行了详细比较。研究了不同流体板尺寸比的模型。此外,还分析了静水载荷对板的水弹性振动响应的影响。

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