TOPOGRAPHICAL EFFECTS ON WAVE SCATTERING BY AN ELASTIC PLATE FLOATING ON TWO-LAYER FLUID

IF 1.6 3区 数学 Q1 MATHEMATICS Mathematical Modelling and Analysis Pub Date : 2024-03-26 DOI:10.3846/mma.2024.17539
Ramanababu Kaligatla, Nagmani Prasad
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Abstract

This article illustrates the hydroelastic interactions between surface gravity waves and a floating elastic plate in a two-layer liquid with variable bottom topography under the assumptions of small amplitude waves and potential flow theory. In this study, semi-infinite and finite-length plates are considered. The eigenfunction expansion method is applied in the fluid region with uniform bottom topography. A system of differential equations (mild-slope equations) is solved in the fluid region with variable bottom topography. From the matching and jump conditions, the solution is expressed as a linear algebraic system from which all the unknown constants are computed. We explored the effects of density ratio, depth ratio, and bottom topography on the bending moment, shear force, and the deflection of the elastic plate. Results show that when the density ratio becomes closer to one, the occurred bending moment and shear forces to the elastic plates tend to diminish. The bending moment and shear forces to the pates are higher and lower at a smaller depth ratiofor the incident surface wave and interfacial waves, respectively. The variations in the bending moment, shear force, and plate deflection, caused by surface and interfacial waves, are observed to be in opposite trends, respectively. Bottom profiles similarly affect semi-infinite and finite-length plates when they undergo free-edge conditions. These effects, however, are substantial when the plate is simply supported at the edges. Elastic plate with free edges experiences lower deflection for concave-up and plane-sloping bottoms for incident surface and interfacial waves, respectively.
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浮在两层流体上的弹性板对波散射的地形效应
本文阐述了在小振幅波和势流理论的假设下,表面重力波与底部地形可变的双层液体中的浮动弹性板之间的水弹性相互作用。本研究考虑了半无限长和有限长板。在具有均匀底部地形的流体区域采用了特征函数展开法。在底部地形可变的流体区域,求解了微分方程系(轻坡方程)。根据匹配和跃迁条件,解可以表示为一个线性代数系统,并从中计算出所有未知常数。我们探讨了密度比、深度比和底部地形对弹性板的弯矩、剪力和挠度的影响。结果表明,当密度比接近于 1 时,弹性板的弯矩和剪切力趋于减小。入射表面波和界面波的深度比越小,弹性板的弯矩和剪切力分别越大和越小。表面波和界面波引起的弯矩、剪切力和板挠度的变化趋势分别相反。当半无限长板和有限长板处于自由边缘状态时,底部剖面同样会对它们产生影响。然而,当板在边缘处受到简单支撑时,这些影响就会很大。对于入射表面波和界面波,具有自由边缘的弹性板在凹面向上和平面倾斜的底部会分别出现较小的挠度。
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来源期刊
CiteScore
2.80
自引率
5.60%
发文量
28
审稿时长
4.5 months
期刊介绍: Mathematical Modelling and Analysis publishes original research on all areas of mathematical modelling and analysis.
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