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               <dc:title>A coupled mode – hp FEM for the hydroelastic analysis of shear-deformable floating bodies of general thickness in variable bathymetry</dc:title>
               <dc:creator>Belibassakis, K.A.</dc:creator>
               <dc:creator>Athnassoulis, G.A.</dc:creator>
               <dc:creator>Papathanasiou, T.K.</dc:creator>
               <dc:creator>Filopoulos, S.</dc:creator>
               <dc:subject>Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits</dc:subject>
               <dc:subject>Finite element method</dc:subject>
               <dc:subject>Coupled problems (Complex systems) -- Numerical solutions</dc:subject>
               <dc:subject>Hydroelastic analysis, Coupled Modes, FEM, Shear Deformable Plates, VLFS</dc:subject>
               <dc:subject>Elements finits, Mètode dels</dc:subject>
               <dc:description>An efficient computational procedure is presented for the solution of coupled&#xd;
hydroelastic problems involving bodies of general thickness, floating over variable&#xd;
bathymetry regions. The problem is treated by the coupled mode system of horizontal&#xd;
equations derived by Athanassoulis and Belibassakis (2009), for the analysis of floating, shear&#xd;
deformable plates or beams. The proposed beam (or plate) model is based on the addition of&#xd;
extra vertical elastic deformation modes, at each horizontal position along the floating body,&#xd;
permitting shear strain and stress to vanish on both the upper and lower boundaries and&#xd;
extending third-order plate theories. The final coupled mode system is derived from a&#xd;
variational principle combining the one – field functional of the elastodynamics in the plate&#xd;
region with the pressure functional in the water region. The wave potential in the water&#xd;
column is represented by means of a local – mode series containing an extra mode,&#xd;
accounting for not mildly sloped bottom variations. The addition of the additional modes&#xd;
results to increased convergence rate, enabling high accuracy with the use of a relatively small&#xd;
number of vertical modes. In the present work the hp-version of the Finite Element Method is&#xd;
applied to the solution of a simplified version of the resulting system of coupled horizontal&#xd;
differential equations with respect to the modal amplitudes, providing good convergence rates&#xd;
and adaptivity capabilities, and increasing the overall efficiency of the solution strategy.&#xd;
Numerical results are presented demonstrating the applicability of present method.</dc:description>
               <dc:date>2013</dc:date>
               <dc:type>Conference report</dc:type>
               <dc:rights>Open Access</dc:rights>
               <dc:publisher>CIMNE</dc:publisher>
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