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dc.contributor.authorBirgül, Recep
dc.contributor.authorAl-shammari, FMW
dc.contributor.authorYaman, İ. Özgür
dc.contributor.authorAktan, M. Haluk
dc.date.accessioned2020-11-20T16:45:15Z
dc.date.available2020-11-20T16:45:15Z
dc.date.issued2004
dc.identifier.issn0934-9847
dc.identifier.urihttps://doi.org/10.1080/09349840490915654
dc.identifier.urihttps://hdl.handle.net/20.500.12809/5344
dc.descriptionWOS: 000227497600003en_US
dc.description.abstractAn experimental investigation was conducted to address the durability aspect of steel-reinforced concrete (RC) culverts using an accelerated aging environment. Analysis of the experimental data was built on the acoustic emission (AE) activity. AE methodologies were used to compare the behaviors of RC culverts after an aging process using a rate-process analysis. In the rate-process analysis, probability density functions (PDF) of AE activity were obtained from the experimental data to indicate the damage status of experimental specimens. This AE assessment procedure included only the incidence of an AE event ignoring any features of the AE signal itself. Results showed reliable and quantitative assessment based on AE activity for defining the relative strengths of steel-reinforced specimens.en_US
dc.item-language.isoengen_US
dc.publisherTaylor & Francis Incen_US
dc.item-rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectaccelerated agingen_US
dc.subjectacoustic emission assessmenten_US
dc.subjectcorrosionen_US
dc.subjectdurabilityen_US
dc.subjectreinforced concrete culverten_US
dc.titleAcoustic emission evaluation of concrete culvertsen_US
dc.item-typearticleen_US
dc.contributor.departmentMÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.doi10.1080/09349840490915654
dc.identifier.volume15en_US
dc.identifier.issue4en_US
dc.identifier.startpage191en_US
dc.identifier.endpage208en_US
dc.relation.journalResearch in Nondestructive Evaluationen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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