Interaction of ocean waves with floating and submerged horizontal flexible structures in three-dimensions

被引:37
作者
Mohapatra, S. C. [1 ]
Guedes Soares, C. [1 ]
机构
[1] Univ Lisbon, Inst Super Tecn, Ctr Marine Technol & Ocean Engn CENTEC, Ave Rovisco Pais, P-1049001 Lisbon, Portugal
关键词
Flexible structures; Three-dimensional expansion formulae; Green's function; Moored stiffness; Orthogonal mode-coupling relation; Reflection and transmission coefficients; Hydroelastic wave; SURFACE GRAVITY-WAVE; HYDROELASTIC ANALYSIS; ORTHOGONALITY RELATIONS; VLFS; MEMBRANE; FLUID; SCATTERING; RESPONSES; INCIDENT; BOTTOM;
D O I
10.1016/j.apor.2018.10.009
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
A three-dimensional general mathematical hydroelastic model dealing with the problem of wave interaction with a floating and a submerged flexible structure is developed based on small amplitude wave theory and linear structural response. The horizontal floating and submerged flexible structures are modelled with a thin plate theory. The linearized long wave equations based on shallow water approximations are derived and results are compared. Three-dimensional Green's functions are derived using fundamental source potentials in water of finite and infinite depths. The expansion formulae associated with orthogonal mode-coupling relations are derived based on the application of Fourier transform in finite and infinite depths in case of finite width in three dimensions. The usefulness of the expansion formula is demonstrated by analysing a physical problem of surface gravity wave interaction with a moored finite floating elastic plate in the presence of a finite submerged flexible membrane in three-dimensions. The numerical accuracy of the method is demonstrated by computing the complex values of reflected wave amplitudes for different modes of oscillation and mooring stiffness. Further, the effect of compressive force and modes of oscillations on a free oscillation hydroelastic waves in a closed channel of finite width and length for floating and submerged elastic plate system is analysed.
引用
收藏
页码:136 / 154
页数:19
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