<?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>2026-04-13T13:28:03Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2099.1/14253" metadataPrefix="oai_dc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2099.1/14253</identifier><datestamp>2025-07-22T16:49:21Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452951</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
   <dc:title>The computation of rigorous upper and lower bounds for functional outputs of finite element solutions in large strain elasticity</dc:title>
   <dc:creator>Ciria Suárez, Héctor</dc:creator>
   <dc:contributor>Universitat Politècnica de Catalunya. Departament de Matemàtica Aplicada III</dc:contributor>
   <dc:contributor>Peraire Guitart, Jaume</dc:contributor>
   <dc:subject>Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures</dc:subject>
   <dc:subject>Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits</dc:subject>
   <dc:subject>Structural design</dc:subject>
   <dc:subject>Structural analysis (Engineering)</dc:subject>
   <dc:subject>Disseny d'estructures per elements finits</dc:subject>
   <dc:subject>Estructures, Teoria de les</dc:subject>
   <dc:description>A finite element a posteriori method to compute rigorous inexpensive upper and lower bounds for engineering outputs of interest, in the field of large strain elasticity, is presented. Based on a general Lagrangian formulation, the bound computation requires global calculations on a finite element coarse mesh and the solution of local decoupled Neumann problems over each element of previous mesh. A new procedure to solve local problems is introduced, whereby bounds are computed locally over the continua for the exact solution in a completely analytical manner. The resulting method shows a considerable gain in computational performance and, besides being robust, can easily be incorporated into existing finite element codes without major modifications.</dc:description>
   <dc:date>2002</dc:date>
   <dc:type>Minor thesis</dc:type>
   <dc:identifier>https://hdl.handle.net/2099.1/14253</dc:identifier>
   <dc:language>eng</dc:language>
   <dc:rights>http://creativecommons.org/licenses/by-nc-nd/3.0/es/</dc:rights>
   <dc:rights>Open Access</dc:rights>
   <dc:rights>Attribution-NonCommercial-NoDerivs 3.0 Spain</dc:rights>
   <dc:format>application/pdf</dc:format>
   <dc:format>application/pdf</dc:format>
   <dc:format>application/pdf</dc:format>
   <dc:publisher>Universitat Politècnica de Catalunya</dc:publisher>
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