Scopus:
Enhancing foam concrete: A comparative analysis of PLA+ fiber reinforcements with plain, hooked, and corrugated fibers

dc.contributor.authorYildizel, S.A.
dc.contributor.authorAcik, M.
dc.contributor.authorKaplan, G.
dc.contributor.authorBayraktar, O.Y.
dc.date.accessioned2024-08-13T09:34:49Z
dc.date.available2024-08-13T09:34:49Z
dc.date.issued2024
dc.description.abstractThis study examined the enhancement of foam concrete by using hooked, plain, and corrugated PLA+ fibers that were made with a 3D printer. The PLA+ fibers were added into the foam concrete mixtures at volumetric ratios of 0.5 %, 1 %, and 1.5 %. The main objective was to evaluate the mechanical and durability characteristics of the composites, such as compressive and flexural strengths, thermal conductivity, water absorption, and freeze-thaw resistance. In addition, the microstructural interactions between the fibers and the concrete matrix were examined using scanning electron microscopy (SEM). The inclusion of hooked fibers greatly improved the flexural strength, resulting in a notable 48.57 % improvement when the fiber usage rate was set at 1 %. Although the samples with stronger fiber reinforcement showed higher water absorption, all recorded values were below the acceptable threshold of 30 % for practical engineering purposes. In addition, the thermal conductivity of the samples dropped when PLA+ fibers were included, reaching its minimum value at a concentration of 1.5 %. After subjecting the samples to 15 and 30 freeze-thaw cycles, it was observed that all samples reinforced with fiber showed good frost resistance, with a mass loss of less than 5 %. The SEM analysis revealed that the fiber-reinforced samples exhibited a denser microstructure compared to the reference mix, resulting in enhanced pore structures. And the thermal conductivity of the samples declined as the amount of PLA+ fiber increased. The fiber-reinforced materials exhibited good frost resistance, determined by a mass reduction of less than 5 % after 15 and 30 freeze-thaw cycles.
dc.identifier10.1016/j.conbuildmat.2024.137807
dc.identifier.doi10.1016/j.conbuildmat.2024.137807
dc.identifier.issn09500618
dc.identifier.scopus2-s2.0-85200578454
dc.identifier.urihttps://hdl.handle.net/20.500.12597/33508
dc.identifier.volume443
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofConstruction and Building Materials
dc.relation.ispartofseriesConstruction and Building Materials
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectCorrugated fiber, Foam concrete, Hooked fiber, PLA+ fiber, Plain fiber
dc.titleEnhancing foam concrete: A comparative analysis of PLA+ fiber reinforcements with plain, hooked, and corrugated fibers
dc.typearticle
dspace.entity.typeScopus
oaire.citation.volume443
person.affiliation.nameKaramanoğlu Mehmetbey Üniversitesi
person.affiliation.nameKaramanoğlu Mehmetbey Üniversitesi
person.affiliation.nameAtatürk Üniversitesi
person.affiliation.nameKastamonu University
person.identifier.orcid0009-0000-6989-1268
person.identifier.scopus-author-id57120104100
person.identifier.scopus-author-id56500406600
person.identifier.scopus-author-id57118954700
person.identifier.scopus-author-id57204601046

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