Determination of Autogenous Self-Healing Capability of Cementitious Composites Through Non-Destructive Testing

dc.contributor.author Yildirim, Gurkan
dc.contributor.author Ozturk, Oguzhan
dc.contributor.author Ulugol, Huseyin
dc.contributor.author Hatem, Muhammed
dc.contributor.author Sahmaran, Mustafa
dc.date.accessioned 2025-08-10T17:19:57Z
dc.date.available 2025-08-10T17:19:57Z
dc.date.issued 2021
dc.description.abstract Unlike conventional concrete and fiber reinforced concrete, Engineered Cementitious Composites (ECC) display closely spaced multiple microcracks through strain/deflection-hardening response when subjected to tension-based loadings. These multiple microcracks allow ECC to be characterized with inherent autogenous self-healing capability. With the emergence of cement-based composites exhibiting multiple tight cracking, possibility for favoring the intrinsic self-healing behavior increased. Self-healing phenomenon in cementitious composites is being studied extensively nowadays. Although, great number of tests utilized to evaluate the self-healing mechanism in cementitious composites, implementation can be time consuming in some occasions and results from different tests may not always well-suit. Thus, different from other studies in literature, direct electrical impedance (EI) measurements were used in the present study to evaluate the self-healing performance of ECC mixtures along with rapid chloride permeability test (RCPT) and resonant frequency (RF) measurements. Experimental results revealed that EI testing is rather easy to perform and takes very limited time but it seems that the method itself is markedly influenced by anything modifying ionic state of specimens. Therefore, it looks like a hard task to very accurately assess the self-healing performance of ECC specimens considering the fact that both ongoing hydration and calcium carbonate precipitation which are regarded to be the main mechanisms contributing to the autogenous self-healing significantly changes the specimens' pore solution chemistry. Well-fitting exponential relationship exists between EI and RCPT measurements at different ages regardless of the mixture and specimen type. However, results from RF tests do not correlate either with EI or RCPT results which is attributed to the different parameters having paramount influence on the individual tests. Although results from different tests do not always correlate well among themselves, three different tests used for the present study are capable of monitoring the self-healing behavior with differing efficiencies. en_US
dc.description.sponsorship Scientific and Technical Research Council (TUBITAK) of Turkey [MAG-112M876]; Turkish Academy of Sciences, Turkey en_US
dc.description.sponsorship The authors gratefully acknowledge the financial assistance of the Scientific and Technical Research Council (TUBITAK) of Turkey provided under Project: MAG-112M876 and the Turkish Academy of Sciences, Turkey, Young Scientist Award program. en_US
dc.identifier.doi 10.1007/978-3-030-76551-4_3
dc.identifier.isbn 9783030765538
dc.identifier.isbn 9783030765514
dc.identifier.isbn 9783030765507
dc.identifier.issn 2211-0844
dc.identifier.issn 2211-0852
dc.identifier.scopus 2-s2.0-85109883953
dc.identifier.uri https://doi.org/10.1007/978-3-030-76551-4_3
dc.identifier.uri https://hdl.handle.net/20.500.13091/10579
dc.language.iso en en_US
dc.publisher Springer Science and Business Media B.V. en_US
dc.relation.ispartof 3rd RILEM Spring Convention and Conference-RSCC -- MAR 09-14, 2020 -- Universidade do Minho, Guimaraes, PORTUGAL en_US
dc.relation.ispartofseries RILEM Bookseries
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Autogenous Self-Healing en_US
dc.subject Electrical Impedance (EI) en_US
dc.subject Engineered Cementitious Composites (ECC) en_US
dc.subject Rapid Chloride Permeability Test (RCPT) en_US
dc.subject Resonant Frequency (RF) en_US
dc.title Determination of Autogenous Self-Healing Capability of Cementitious Composites Through Non-Destructive Testing en_US
dc.type Book Part en_US
dspace.entity.type Publication
gdc.author.wosid Ulugöl, Hüseyin/Abh-1917-2021
gdc.author.wosid Yildirim, Gurkan/Aag-4559-2019
gdc.bip.impulseclass C5
gdc.bip.influenceclass C5
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gdc.description.department Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü en_US
gdc.description.departmenttemp [Yildirim, Gurkan] Kirikkale Univ, Kirikkale, Turkey; [Ozturk, Oguzhan] Konya Tech Univ, Konya, Turkey; [Ulugol, Huseyin; Sahmaran, Mustafa] Hacettepe Univ, Ankara, Turkey; [Hatem, Muhammed] Ankara Univ, Ankara, Turkey en_US
gdc.description.endpage 38 en_US
gdc.description.publicationcategory Kitap Bölümü - Uluslararası en_US
gdc.description.scopusquality Q4
gdc.description.startpage 25 en_US
gdc.description.volume 33 en_US
gdc.description.woscitationindex Conference Proceedings Citation Index - Science
gdc.description.wosquality N/A
gdc.identifier.openalex W3184194401
gdc.identifier.wos WOS:001467303800003
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gdc.oaire.keywords Autogenous self-healing; Electrical impedance (EI); Engineered cementitious composites (ECC); Rapid chloride permeability test (RCPT); Resonant frequency (RF)
gdc.oaire.popularity 1.5483943E-9
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gdc.virtual.author Öztürk, Oğuzhan
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