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Flexural failure of fabric reinforced cementitious mortar (FRCM) plates under punctual loads: experimental test, analytical approach and numerical simulation
dc.contributor.author | Mercedes Cedeño, Luis Enrique |
dc.contributor.author | Bernat Masó, Ernest |
dc.contributor.author | Gil Espert, Lluís |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.date.accessioned | 2021-02-05T15:43:05Z |
dc.date.available | 2023-02-22T01:27:30Z |
dc.date.issued | 2020-11 |
dc.identifier.citation | Mercedes; Bernat, E.; Gil, L. Flexural failure of fabric reinforced cementitious mortar (FRCM) plates under punctual loads: experimental test, analytical approach and numerical simulation. "Construction and building materials", Novembre 2020, vol. 272, núm. 22, p. 1-13. |
dc.identifier.issn | 0950-0618 |
dc.identifier.uri | http://hdl.handle.net/2117/337016 |
dc.description.abstract | Fabric-reinforced cementitious matrix (FCRMs) are composites that produce lighter and more durable strengthening solutions. In this study, carbon and basalt fabrics were used to manufactured FRCM plate specimens. These plates were subjected to a centered punctual load with different punch diameters. Flexural failure mode was observed. Experimental tests showed that carbon and basalt fabrics improved notably the load capacity and the stiffness of mortar plates compared to unreinforced ones. Moreover, failure in the reinforced plates was progressive, preventing the sudden brittle failure of the unreinforced ones. Analytical and numerical models were adjusted and validated from experimental results, and both have proved to be effective calculation tools. What is more, numerical model allowed to determine a sliding tensile stress for the carbon fabric used in this study. |
dc.description.sponsorship | Authors want to thanks the research project SEVERUS (RTI2018-099589-B-I00) of the Spanish Research Agency. Authors also want to acknowledge the support provided by Bernat Almenar Muns during experimental testing. Second author is a Serra Húnter Fellow. |
dc.format.extent | 13 p. |
dc.language.iso | eng |
dc.publisher | Elsevier |
dc.subject | Àrees temàtiques de la UPC::Edificació |
dc.subject.lcsh | Composite materials |
dc.subject.lcsh | Plant fibers |
dc.subject.other | Plates |
dc.subject.other | FRCM |
dc.subject.other | Cementitious matrix |
dc.subject.other | Carbon fibres |
dc.subject.other | Basalt fibres |
dc.subject.other | Flexural test |
dc.subject.other | Analytical model |
dc.subject.other | Numerical model |
dc.title | Flexural failure of fabric reinforced cementitious mortar (FRCM) plates under punctual loads: experimental test, analytical approach and numerical simulation |
dc.type | Article |
dc.subject.lemac | Fibres de carboni |
dc.subject.lemac | Materials compostos |
dc.subject.lemac | Fibres vegetals -- Aplicacions industrials |
dc.contributor.group | Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials |
dc.identifier.doi | 10.1016/j.conbuildmat.2020.121651 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/abs/pii/S0950061820336552 |
dc.rights.access | Open Access |
local.identifier.drac | 30019532 |
dc.description.version | Postprint (author's final draft) |
dc.relation.projectid | 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/ |
local.citation.author | Mercedes; Bernat, E.; Gil, L. |
local.citation.publicationName | Construction and building materials |
local.citation.volume | 272 |
local.citation.number | 22 |
local.citation.startingPage | 1 |
local.citation.endingPage | 13 |
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