Durability performance of fiber-reinforced metakaolin-based and red mud-fly ash-slag-activated geopolymers with recycled aggregates

dc.authorid0000-0002-5150-5936en_US
dc.authorid0000-0002-6827-9904en_US
dc.authorid0000-0002-3780-8818en_US
dc.authorid0000-0001-7405-2450en_US
dc.authorid0000-0003-2744-7876en_US
dc.contributor.authorYılmaz, Arın
dc.contributor.authorErgün, Seçkin
dc.contributor.authorUysal, Mücteba
dc.contributor.authorDilbas, Hasan
dc.contributor.authorAygörmez, Yurdakul
dc.contributor.authorCanpolat, Orhan
dc.date.accessioned2024-05-24T10:36:04Z
dc.date.available2024-05-24T10:36:04Z
dc.date.issued2023en_US
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionYılmaz, Arın (Balikesir Author)en_US
dc.description.abstractIn the concept of green geopolymer, a good start would be if all/many of the geopolymer components were made from recycled materials. In this research, high recycled material consumption was aimed for forming a geopolymer. Binder materials were selected as 40% metakaolin, 20% fly ash, 20% granulated ground furnace slag, and 20% red mud, and, also the aggregates were selected as recycled material (50% recycled aggregate powder and 50% marble powder). In addition, different types of fibers (brass-coated steel fiber, polyamide fiber and polypropylene fiber) at different ratios (0-0.25-0.50-0.75-1.00%) were used. Compressive strength, bending strength, ultrasound pulse velocity were obtained in the tests and nonlinear fracture parameters such as initial fracture toughness and unstable fracture toughness were determined by equations. Besides, the durability properties (abrasion resistance, high-temperature (up to 600 & DEG;C) resistance, freeze-thaw (up to 300 cycles) resistance, and sodium/magnesium sulfate attack) of the best geopolymers were considered and the best series for each fiber type was determined by a decision support system. According to the test results, the bending strength was improved by curing age and all types of fibers. Besides, the first crack and unstable crack propagation are delayed by fibers. 0.75% polypropylene fiber with a high curing time (up to 56 days) can be proposed for higher performance of geopolymer. In addition, consideration of a decision support system eases finding the best solution among the huge experimental data and gives better results instead of the conventional singular evaluation approach.en_US
dc.description.sponsorshipBalikesir University scientific research coordination unit 2022/101en_US
dc.identifier.doi10.1007/s13369-023-08033-y
dc.identifier.endpage13986en_US
dc.identifier.issn2193-567X
dc.identifier.issn2191-4281
dc.identifier.issue10en_US
dc.identifier.scopus2-s2.0-85163198897
dc.identifier.scopusqualityQ1
dc.identifier.startpage13967en_US
dc.identifier.urihttps://doi.org/10.1007/s13369-023-08033-y
dc.identifier.urihttps://hdl.handle.net/20.500.12462/14727
dc.identifier.volume48en_US
dc.identifier.wosWOS:001014692100001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherSpringer Heidelbergen_US
dc.relation.ispartofArabian Journal for Science and Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/embargoedAccessen_US
dc.subjectFiberen_US
dc.subjectGeopolymeren_US
dc.subjectLong-termen_US
dc.subjectMetakaolinen_US
dc.subjectRecycled powderen_US
dc.subjectShort-termen_US
dc.titleDurability performance of fiber-reinforced metakaolin-based and red mud-fly ash-slag-activated geopolymers with recycled aggregatesen_US
dc.typeArticleen_US

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