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dc.contributor.authorRakhsh Mahpour, Ali
dc.contributor.authorArdanuy Raso, Mónica
dc.contributor.authorVentura, Heura
dc.contributor.authorRosell Amigó, Juan Ramón
dc.contributor.authorClaramunt, Josep
dc.date.accessioned2025-05-22T05:52:46Z
dc.date.available2025-05-22T05:52:46Z
dc.date.issued2024
dc.identifier.citationRakhsh Mahpour, A. [et al.]. Mechanical properties and durability of biobased fabric-reinforced lime composites intended for strengthening historical masonry structures. "Construction and building materials", 18 Gener 2024, vol. 414, núm. article 134916. https://doi.org/10.1016/j.conbuildmat.2024.134916es
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/20.500.12251/3811
dc.description.abstractThe use of lime-based composites reinforced with fabrics made of natural fibers, is a promising solution for the strengthening of historical masonry structures owing to its moderate mechanical strength, similar color and chemical compatibility, avoiding damage on the historical structure and contributing to crack-width control. In this study, a new lime-based composite reinforced with flax nonwoven fabrics is mechanically characterized to study its reinforcement potential in terms of strength, and stress distribution. To this end, laminate plates with lime/metakaolin matrix and four to six layers of fabric reinforcement were produced and totally carbonated in a CO2 chamber. Both the mechanical (flexural and tensile) and durability (against wet-dry cycles) properties of the composite were subsequently assessed. Furthermore, Digital Image Correlation (DIC) was carried out on tensile testing to study the stress distribution. The 6-layer composites displayed the best performance (with flexural and tensile strengths of approximately 5.3 MPa and 2.5 MPa, respectively), followed by the 5-layer and the 4-layer composites. The DIC analysis revealed a higher stress distribution in the 6-layer composites, with an increased number of cracks, although having a lower severity. As for durability, a decrease of 30–45% is observed in flexural strength, and of 6–18% in tensile strength, depending on the number of reinforcing layers. SEM analysis refers to fiber/matrix debonding as the cause of this decrease. No damage has been observed on the fiber surface, which retains its reinforcing capacity. All of the composites displayed strain-hardening behavior in both the unaged and aged conditions. Study outcomes are intended to serve as the basis for the creation of a future, compatible, reliable, and sustainable system given its potential application in the historical restoration of masonry structures.es
dc.language.isoenges
dc.publisherELSEVIER SCI LTDes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleMechanical properties and durability of biobased fabric-reinforced lime composites intended for strengthening historical masonry structureses
dc.typearticlees
dc.identifier.doi10.1016/j.conbuildmat.2024.134916
dc.identifier.urlhttps://doi.org/10.1016/j.conbuildmat.2024.134916es
dc.journal.titleConstruction and Building Materialses
dc.rights.accessRightsopenAccesses
dc.subject.keywordMorteros - Construcciónes
dc.subject.keywordCaleses
dc.subject.keywordFibra vegetales
dc.subject.keywordFibra de refuerzoes
dc.subject.keywordPropiedades mecánicases
dc.subject.keywordRestauración monumentales
dc.subject.keywordGrietases
dc.subject.keywordResistencia mecánicaes
dc.subject.keywordMamposteríaes
dc.subject.keywordEnsayos (propiedades o materiales)es
dc.subject.unesco3310.04 Ingeniería de Mantenimientoes
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.subject.unesco3312.02 Aglomeranteses
dc.subject.unesco2304.11 Fibras Naturaleses
dc.subject.unesco2211.02 Materiales Compuestoses
dc.volume.number414es
dc.item.number134916es


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