<?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>2026-04-13T05:04:40Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/86636" metadataPrefix="oai_dc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/86636</identifier><datestamp>2026-02-09T07:09:54Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452950</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>Mechanical characterisation of Textile Ceramic plates. Testing on elastic foundations</dc:title>
   <dc:creator>Bernat Masó, Ernest</dc:creator>
   <dc:creator>Gil Espert, Lluís</dc:creator>
   <dc:creator>Roca Fabregat, Pedro</dc:creator>
   <dc:creator>Sarrablo Moreno, Vicenç</dc:creator>
   <dc:creator>Puigvert Cobos, Francesc</dc:creator>
   <dc:contributor>Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria</dc:contributor>
   <dc:contributor>Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental</dc:contributor>
   <dc:contributor>Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials</dc:contributor>
   <dc:contributor>Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials</dc:contributor>
   <dc:subject>Àrees temàtiques de la UPC::Enginyeria dels materials::Assaig de materials</dc:subject>
   <dc:subject>Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures</dc:subject>
   <dc:subject>Finite element method</dc:subject>
   <dc:subject>Reinforced masonry</dc:subject>
   <dc:subject>Pavements, Flexible</dc:subject>
   <dc:subject>Numerical analysis</dc:subject>
   <dc:subject>Technological pavement</dc:subject>
   <dc:subject>Textile Ceramic Technology</dc:subject>
   <dc:subject>Coefficient of ballast</dc:subject>
   <dc:subject>Cyclic test</dc:subject>
   <dc:subject>Numerical analysis</dc:subject>
   <dc:subject>Reinforced masonry walls</dc:subject>
   <dc:subject>Finite-element-analysis</dc:subject>
   <dc:subject>Flexible pavements</dc:subject>
   <dc:subject>Vaults</dc:subject>
   <dc:subject>Elements finits, Mètode dels</dc:subject>
   <dc:subject>Ram de paleta</dc:subject>
   <dc:subject>Paviments flexibles</dc:subject>
   <dc:subject>Anàlisi numèrica</dc:subject>
   <dc:description>Textile Ceramic Technology (TCT) is a new material composed of ceramic units installed in a grid of steel wires. TCT application as a permeable pavement is expected to be a sustainable and aesthetic solution. In order to use TCT as a pavement, experimental research about the mechanical response of TCT placed on elastic foundations is required. The main aim of this paper is to provide the results of this experimental research. Different TCT types were tested in quasi-static and cyclic conditions. The paper presents also a numerical study and a real site application carried out to further evaluate the technology. Experimental, numerical and application results pointed out that TCT is sufficiently competent, from a mechanical point of view, to be used as a pavement for pedestrian and light traffic.</dc:description>
   <dc:description>Peer Reviewed</dc:description>
   <dc:description>Postprint (author's final draft)</dc:description>
   <dc:date>2014-09-01</dc:date>
   <dc:type>Article</dc:type>
   <dc:identifier>Bernat, E., Gil, L., Roca, P., Sarrablo, V., Puigvert, F. Mechanical characterisation of Textile Ceramic plates. Testing on elastic foundations. "Engineering structures", 01 Setembre 2014, vol. 74, p. 193-204.</dc:identifier>
   <dc:identifier>0141-0296</dc:identifier>
   <dc:identifier>https://hdl.handle.net/2117/86636</dc:identifier>
   <dc:identifier>10.1016/j.engstruct.2014.05.032</dc:identifier>
   <dc:language>eng</dc:language>
   <dc:relation>http://www.sciencedirect.com/science/article/pii/S0141029614003307</dc:relation>
   <dc:rights>http://creativecommons.org/licenses/by-nc-nd/3.0/es/</dc:rights>
   <dc:rights>Open Access</dc:rights>
   <dc:format>12 p.</dc:format>
   <dc:format>application/pdf</dc:format>
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