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Nano-Modification To Improve the Ductility of Cementitious Composites

dc.contributor.author Yesilmen, Seda
dc.contributor.author Al-Najjar, Yazin
dc.contributor.author Balav, Mohammad Hatam
dc.contributor.author Sahmaran, Mustafa
dc.contributor.author Yildirim, Gurkan
dc.contributor.author Lachemi, Mohamed
dc.contributor.authorID 177291 tr_TR
dc.contributor.other 06.05. İnşaat Mühendisliği
dc.contributor.other 06. Mühendislik Fakültesi
dc.contributor.other 01. Çankaya Üniversitesi
dc.date.accessioned 2020-05-03T20:55:12Z
dc.date.accessioned 2025-09-18T16:07:10Z
dc.date.available 2020-05-03T20:55:12Z
dc.date.available 2025-09-18T16:07:10Z
dc.date.issued 2015
dc.description Selcuk, Seda/0000-0002-2046-3841 en_US
dc.description.abstract Effect of nano-sized mineral additions on ductility of engineered cementitious composites (ECC) containing high volumes of fly ash was investigated at different hydration degrees. Various properties of ECC mixtures with different mineral additions were compared in terms of microstructural properties of matrix, fiber-matrix interface, and fiber surface to assess improvements in ductility. Microstructural characterization was made by measuring pore size distributions through mercury intrusion porosimetry (MIP). Hydration characteristics were assessed using thermogravimetric analysis/differential thermal analysis (TGA/DTA), and fiber-matrix interface and fiber surface characteristics were assessed using scanning electron microscopy (SEM) through a period of 90 days. Moreover, compressive and flexural strength developments were monitored for the same period. Test results confirmed that mineral additions could significantly improve both flexural strength and ductility of ECC, especially at early ages. Cheaper Nano-CaCO3 was more effective compared to nano-silica. However, the crystal structure of CaCO3 played a very important role in the range of expected improvements. (C) 2015 Elsevier Ltd. All rights reserved. en_US
dc.description.publishedMonth 10
dc.identifier.citation Yesilmen, Seda...et al., "Nano-Modification To Improve The Ductility of Cementitious Composites", Cement and Concrete Research, 76, pp. 170-179, (2015). en_US
dc.identifier.doi 10.1016/j.cemconres.2015.05.026
dc.identifier.issn 0008-8846
dc.identifier.issn 1873-3948
dc.identifier.scopus 2-s2.0-84931267897
dc.identifier.uri https://doi.org/10.1016/j.cemconres.2015.05.026
dc.identifier.uri https://hdl.handle.net/20.500.12416/14678
dc.language.iso en en_US
dc.publisher Pergamon-elsevier Science Ltd en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Engineered Cementitious Composites (Ecc) en_US
dc.subject Nano-Modification en_US
dc.subject Ductility en_US
dc.subject Microstructural Properties en_US
dc.title Nano-Modification To Improve the Ductility of Cementitious Composites en_US
dc.title Nano-Modification To Improve The Ductility of Cementitious Composites tr_TR
dc.type Article en_US
dspace.entity.type Publication
gdc.author.id Selcuk, Seda/0000-0002-2046-3841
gdc.author.institutional Selçuk, Seda
gdc.author.scopusid 58622787300
gdc.author.scopusid 56688505500
gdc.author.scopusid 56688526000
gdc.author.scopusid 21733527000
gdc.author.scopusid 55352048200
gdc.author.scopusid 6701834952
gdc.author.wosid Yildirim, Gurkan/Aag-4559-2019
gdc.author.wosid Sahmaran, Mustafa/N-8693-2018
gdc.author.wosid Selcuk, Seda/L-7692-2019
gdc.description.department Çankaya University en_US
gdc.description.departmenttemp [Yesilmen, Seda] Cankaya Univ, Dept Civil Engn, Ankara, Turkey; [Al-Najjar, Yazin] Gaziantep Univ, Dept Civil Engn, Gaziantep, Turkey; [Balav, Mohammad Hatam; Sahmaran, Mustafa; Yildirim, Gurkan] Gazi Univ, Dept Civil Engn, Ankara, Turkey; [Lachemi, Mohamed] Ryerson Univ, Dept Civil Engn, Toronto, ON, Canada en_US
gdc.description.endpage 179 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 170 en_US
gdc.description.volume 76 en_US
gdc.description.woscitationindex Science Citation Index Expanded
gdc.description.wosquality Q1
gdc.identifier.openalex W1658752123
gdc.identifier.wos WOS:000359958300017
gdc.openalex.fwci 9.030207
gdc.openalex.normalizedpercentile 0.98
gdc.openalex.toppercent TOP 10%
gdc.opencitations.count 107
gdc.plumx.crossrefcites 116
gdc.plumx.mendeley 82
gdc.plumx.scopuscites 120
gdc.scopus.citedcount 120
gdc.wos.citedcount 107
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