Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/10230
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dc.contributor.authorBatarlar, Baturay-
dc.contributor.authorHering, M.-
dc.contributor.authorBracklow, F.-
dc.contributor.authorKühn, T.-
dc.contributor.authorBeckmann, B.-
dc.contributor.authorCurbach, M.-
dc.date.accessioned2021-01-24T18:33:07Z-
dc.date.available2021-01-24T18:33:07Z-
dc.date.issued2020-
dc.identifier.issn1464-4177-
dc.identifier.urihttps://doi.org/10.1002/suco.201900319-
dc.identifier.urihttps://hdl.handle.net/10230-
dc.description.abstractThis study presents the performance of carbon textile reinforcement used as strengthening layers for reinforced concrete (RC) slabs under repeated impact loads. In order to reveal the contribution of carbon textile reinforcement to the behavior of RC slabs under impacts, five identical RC slabs with the dimensions of 1.5 m × 1.5 m × 0.20 m were manufactured and tested at the Technische Universität Dresden. To understand failure mechanisms of RC slabs under impact loadings, two specimens were kept unstrengthened and tested under different impact velocities. The rest of the specimens was strengthened with three different carbon textile reinforcements embedded in an additional 2 cm fine-grained concrete layer and subjected to impact loads with the same striker velocity. The results observed from the tests revealed that the carbon textile reinforcement is very effective at increasing the impact capacities of the specimens. Additionally, displacement–time histories and crack profiles are highly affected due to the carbon textile reinforcement types and ratios during the impact loadings. © 2020 The Authors. Structural Concrete published by John Wiley & Sons Ltd on behalf of International Federation for Structural Concrete.en_US
dc.description.sponsorship2214/A Türkiye Bilimsel ve Teknolojik Araştirma Kurumuen_US
dc.description.sponsorshipThe first author was funded by the Scientific and Technological Research Council of Turkey (TÜBİTAK) under grant 2214/A (B.B.). We also thank M.Eng. Ph.D. Petr Máca for his scientific support.en_US
dc.language.isoenen_US
dc.publisherJohn Wiley and Sons Inc.en_US
dc.relation.ispartofStructural Concreteen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectdrop toweren_US
dc.subjectimpact loaden_US
dc.subjectreinforced concrete slabsen_US
dc.subjectrepeated impacten_US
dc.subjectTRC strengtheningen_US
dc.titleExperimental investigation on reinforced concrete slabs strengthened with carbon textiles under repeated impact loadsen_US
dc.typeArticleen_US
dc.institutionauthorBatarlar, Baturay-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.wosWOS:000613898600001en_US
dc.identifier.scopus2-s2.0-85087854353en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1002/suco.201900319-
dc.relation.doi10.1002/suco.201900319en_US
dc.coverage.doi10.1002/suco.201900319en_US
local.message.claim2022-06-13T12:01:22.491+0300|||rp03035|||submit_approve|||dc_contributor_author|||None*
dc.identifier.wosqualityQ2-
dc.identifier.scopusqualityQ1-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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