<?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>2026-04-14T02:42:41Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/384645" metadataPrefix="oai_dc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/384645</identifier><datestamp>2026-01-18T08:25:42Z</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>Performance of hemp-FRCM-strengthened beam subjected to cyclic loads</dc:title>
   <dc:title>Comportamiento de vigas reforzadas con cáñamo FRCM bajo cargas cíclicas</dc:title>
   <dc:creator>Mercedes Cedeño, Luis Enrique</dc:creator>
   <dc:creator>Mendizábal Dinucci, Virginia Dolores</dc:creator>
   <dc:creator>Bernat Masó, Ernest</dc:creator>
   <dc:creator>Gil Espert, Lluís</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. CATMech - Centre Avançat de Tecnologies Mecàniques</dc:contributor>
   <dc:contributor>Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials</dc:contributor>
   <dc:subject>Àrees temàtiques de la UPC::Edificació::Materials de construcció::Nous materials de construcció</dc:subject>
   <dc:subject>Composite construction</dc:subject>
   <dc:subject>FRCM</dc:subject>
   <dc:subject>Concrete</dc:subject>
   <dc:subject>Strengthening</dc:subject>
   <dc:subject>Fibres</dc:subject>
   <dc:subject>Hemp</dc:subject>
   <dc:subject>Materials de construcció</dc:subject>
   <dc:description>Fabric-reinforced cementitious matrix (FRCM) composites are materials that are usually applied to strengthen existing structures. In this study, a hemp mesh coated with epoxy was manufactured and combined with a cementitious matrix to strengthen a concrete beam. This beam was subjected to bending cyclic loading tests and a nondestructive modal analysis test. The modal analysis was performed to determine the dynamic elastic properties of the beam under pre-cracking, post-cracking, and strengthened conditions. The beam stiffness increased following strengthening with hemp-FRCM. The results of the experimental cyclic loading test showed that the hemp-FRCM system improved the load-bearing capacity of the beam at the service limit state by 42%. Analytical and numerical models were adjusted and validated using the experimental results, and both proved to be effective calculation tools. The models accurately reproduced the behaviour of the FRCM-strengthened concrete beam if the strengthening connection could prevent sliding and mortar debonding failures.</dc:description>
   <dc:description>Objectius de Desenvolupament Sostenible::11 - Ciutats i Comunitats Sostenibles</dc:description>
   <dc:description>Objectius de Desenvolupament Sostenible::9 - Indústria, Innovació i Infraestructura</dc:description>
   <dc:description>Postprint (published version)</dc:description>
   <dc:date>2022-03-03</dc:date>
   <dc:type>Article</dc:type>
   <dc:identifier>Mercedes [et al.]. Performance of hemp-FRCM-strengthened beam subjected to cyclic loads. "Materiales de construcción", 3 Març 2022, vol. 72, núm. 345, p. 1-17.</dc:identifier>
   <dc:identifier>1988-3226</dc:identifier>
   <dc:identifier>https://hdl.handle.net/2117/384645</dc:identifier>
   <dc:identifier>10.3989/mc.2022.07721</dc:identifier>
   <dc:language>eng</dc:language>
   <dc:relation>https://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/2728/3593</dc:relation>
   <dc:relation>info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-099589-B-I00/ES/EVALUACION MULTINIVEL DE LA VULNERABILIDADD SISMICA Y MITIGACION DE RIESGO DE EDIFICIOS DE OBRA DE FABRICA EN CENTROS URBANOS HISTORICOS RESILIENTES/</dc:relation>
   <dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
   <dc:rights>Open Access</dc:rights>
   <dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 International</dc:rights>
   <dc:format>17 p.</dc:format>
   <dc:format>application/pdf</dc:format>
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