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Durability Performance of Fiber-Reinforced Metakaolin-Based and Red Mud-Fly Ash-Slag-Activated Geopolymers with Recycled Aggregates

dc.contributor.authorYilmaz, Arin
dc.contributor.authorErgun, Seckin
dc.contributor.authorUysal, Mucteba
dc.contributor.authorDilbas, Hasan
dc.contributor.authorAygormez, Yurdakul
dc.contributor.authorCanpolat, Orhan
dc.date.accessioned2026-06-27T14:55:38Z
dc.date.issued2023
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
dc.description.sponsorshipBalikesir University
dc.description.sponsorshipscientific research coordination unit [2022/101]
dc.description.urihttps://doi.org/10.1007/s13369-023-08033-y
dc.identifier.doi10.1007/s13369-023-08033-y
dc.identifier.eissn2191-4281
dc.identifier.endpage13986
dc.identifier.issn2193-567X
dc.identifier.issue10
dc.identifier.startpage13967
dc.identifier.urihttps://hdl.handle.net/20.500.14981/66312
dc.identifier.volume48
dc.identifier.wos001014692100001
dc.language.isoeng
dc.publisherSPRINGER HEIDELBERG
dc.relation.ispartofARABIAN JOURNAL FOR SCIENCE AND ENGINEERING
dc.rightsopenAccess
dc.subjectGeopolymer
dc.subjectMetakaolin
dc.subjectRecycled powder
dc.subjectFiber
dc.subjectShort-term
dc.subjectLong-term
dc.subjectQUASI-BRITTLE FRACTURE
dc.subjectDOUBLE-K CRITERION
dc.subjectMECHANICAL-PROPERTIES
dc.subjectCOMPRESSIVE STRENGTH
dc.subjectCRACK-PROPAGATION
dc.subjectCONCRETE
dc.subjectMICROSTRUCTURE
dc.subjectSTEEL
dc.subjectPARAMETERS
dc.subjectWASTE
dc.subjectScience & Technology - Other Topics
dc.titleDurability Performance of Fiber-Reinforced Metakaolin-Based and Red Mud-Fly Ash-Slag-Activated Geopolymers with Recycled Aggregates
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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