A potential review on the influence of nanomaterials on the mechanical properties of high strength concrete

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dc.contributor.authorJagadesh, P.
dc.contributor.authorPrabhu, T. Karthik
dc.contributor.authorCharai, Moutassim
dc.contributor.authorHakeem, Ibrahim Y.
dc.contributor.authorMadenci, Emrah
dc.contributor.authorOzkilic, Yasin Onuralp
dc.date.accessioned2024-02-23T14:29:24Z
dc.date.available2024-02-23T14:29:24Z
dc.date.issued2023
dc.departmentNEÜen_US
dc.description.abstractIn the current scenario, conventional concrete faces a substantial challenge in the modern era of the construction industry. Today's structures are massive, featuring innovative designs and strict time constraints. Conventional concrete does not provide the required compressive strength, tensile strength, flexural strength, toughness, and cracking resistance. As a result, most of engineers and professionals prefer to use ultra-high-performance concrete (UHPC), based on its wide advantages. Several advantages like mechanical and durability properties of UHPC provides dominant properties than the traditional concrete. Mix proportions of UHPC consists of higher powder content which provides maximum hydration and pozzolanic reaction, thereby contributing to the enhancement of the UHPC properties. Apart from that the nanomaterials provides the filler behavior, which will further improve the density. Enhanced density and mechanical properties lead to improved durability properties against water absorption and other typical chemicals. Nanomaterials are the most adopted materials for various applications, ranging in size from 0.1 nanometers to 100 nanometers. This article explores the effects of nanomaterial application in UHPC as a replacement for cementitious material or as an additive in the UHPC mix. The physical and durability properties modifications and improvements of UHPC, as well as negative effects, limitations, and shortcomings, are also analyzed.en_US
dc.description.sponsorshipDeanship of Scientific Research at Najran University [NU/RG/SERC/12/11]en_US
dc.description.sponsorshipThe authors are thankful to the Deanship of Scientific Research at Najran University for funding this work, under the Research Groups Funding program grant code (NU/RG/SERC/12/11) .en_US
dc.identifier.doi10.12989/scs.2023.48.6.649
dc.identifier.endpage666en_US
dc.identifier.issn1229-9367
dc.identifier.issn1598-6233
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85180929251en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage649en_US
dc.identifier.urihttps://doi.org/10.12989/scs.2023.48.6.649
dc.identifier.urihttps://hdl.handle.net/20.500.12452/14668
dc.identifier.volume48en_US
dc.identifier.wosWOS:001089053000004en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofSteel And Composite Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCementitious Materialen_US
dc.subjectHydration And Pozzolanic Reactionen_US
dc.subjectMechanical And Durability Propertiesen_US
dc.subjectNanomaterialsen_US
dc.subjectUltra-High-Performance Concreteen_US
dc.titleA potential review on the influence of nanomaterials on the mechanical properties of high strength concreteen_US
dc.typeReview Articleen_US

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