<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-13T13:28:02Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/192372" metadataPrefix="marc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/192372</identifier><datestamp>2025-07-16T23:04:21Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452949</setSpec></header><metadata><record xmlns="http://www.loc.gov/MARC21/slim" xmlns:dcterms="http://purl.org/dc/terms/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.loc.gov/MARC21/slim http://www.loc.gov/standards/marcxml/schema/MARC21slim.xsd">
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   <datafield ind2=" " ind1=" " tag="042">
      <subfield code="a">dc</subfield>
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   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Belibassakis, K.A.</subfield>
      <subfield code="e">author</subfield>
   </datafield>
   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Athnassoulis, G.A.</subfield>
      <subfield code="e">author</subfield>
   </datafield>
   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Papathanasiou, T.K.</subfield>
      <subfield code="e">author</subfield>
   </datafield>
   <datafield ind2=" " ind1=" " tag="720">
      <subfield code="a">Filopoulos, S.</subfield>
      <subfield code="e">author</subfield>
   </datafield>
   <datafield ind2=" " ind1=" " tag="260">
      <subfield code="c">2013</subfield>
   </datafield>
   <datafield ind2=" " ind1=" " tag="520">
      <subfield code="a">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.</subfield>
   </datafield>
   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits</subfield>
   </datafield>
   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Finite element method</subfield>
   </datafield>
   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Coupled problems (Complex systems) -- Numerical solutions</subfield>
   </datafield>
   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Hydroelastic analysis, Coupled Modes, FEM, Shear Deformable Plates, VLFS</subfield>
   </datafield>
   <datafield tag="653" ind2=" " ind1=" ">
      <subfield code="a">Elements finits, Mètode dels</subfield>
   </datafield>
   <datafield ind2="0" ind1="0" tag="245">
      <subfield code="a">A coupled mode – hp FEM for the hydroelastic analysis of shear-deformable floating bodies of general thickness in variable bathymetry</subfield>
   </datafield>
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