Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1018057
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dc.contributor.authorPederneiras, C.pt_BR
dc.contributor.authorVeiga, M. R.pt_BR
dc.contributor.authorBrito, J.pt_BR
dc.contributor.editorMd. Safiuddinpt_BR
dc.date.accessioned2024-12-18T10:09:09Zpt_BR
dc.date.accessioned2025-04-16T13:32:24Z-
dc.date.available2024-12-18T10:09:09Zpt_BR
dc.date.available2025-04-16T13:32:24Z-
dc.date.issued2021-06-01pt_BR
dc.identifier.citationhttps://doi.org/10.3390/infrastructures6060082pt_BR
dc.identifier.urihttp://dspace2.lnec.pt:8080/jspui/handle/123456789/1018057pt_BR
dc.identifier.urihttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1018057-
dc.description.abstractOne of the main functions of renders, together with the overall aesthetic appearance of the building, is the protection of the walls against external aggressive actions, such as water, salts solutions, erosion, and mechanical impacts. However, some anomalies of renders may drastically hinder their protection ability. In fact, cracking, high water permeability, and loss of adherence to the substrate of renders limit their barrier effect and favour the exposure of the substrate to external actions. The incorporation of fibres in mortars is commonly pointed out to reduce their cracking susceptibility, due to the probable enhancement in tensile strength and ductility of the composite. The use of lime in substitution of the part of the cement binder is seen as a method to reduce the modulus of elasticity and therefore enhance the resistance to cracking due to drying shrinkage. Therefore, this study investigates the wall protection-related properties of natural fibre-reinforced renders with cement-lime as a binary binder at 1:1:6 volumetric ratio. With this purpose, wool, coir, and flax fibres are used at 20% by total mortar volume and the water behaviour, cracking susceptibility, and adherence to the substrate of the mortars are assessed. Specifically, the water absorption by capillarity, drying rates, permeability to water under pressure, adherence strength, and shrinkage are evaluated. In order to evaluate the renders’ durability and therefore the durability of the protection to the walls, an artificial accelerated ageing test is performed based on heatingfreezing and humidification-freezing cycles. The results indicate that the fibres’ addition reduced the shrinkage and modulus of elasticity of the mortars, which suggests lower susceptibility to cracking. The addition of fibres in mortars seemed to slightly affect their water performance and only at early ages. From the results, it was concluded that the adherence strength is not affected by the fibres’ incorporation. The fibres seem also to reduce the impacts of the ageing cycles on the mortar and the improvements provided by the fibres’ addition to the mortars’ performance remained after ageing when compared to the mortars without fibres, thus being a potential alternative to increase their durability. These aspects are particularly important for buildings, since they can extend their service life and promote their sustainabilitypt_BR
dc.language.isoengpt_BR
dc.publisherMDPIpt_BR
dc.rightsopenAccesspt_BR
dc.subjectdurabilitypt_BR
dc.subjectnatural fibre-reinforced mortarpt_BR
dc.subjectcement-lime mortarspt_BR
dc.subjectsustainabilitypt_BR
dc.subjectrenderpt_BR
dc.titleIncorporation of Natural Fibres in Rendering Mortars for the Durability of Wallspt_BR
dc.typearticlept_BR
dc.description.sectorDED/NRIpt_BR
dc.description.magazineINFRAESTRUTURESpt_BR
dc.contributor.peer-reviewedSIMpt_BR
dc.contributor.academicresearchersSIMpt_BR
dc.contributor.arquivoSIMpt_BR
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