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dc.contributor.authorSöylev, Tayfun Altuğ
dc.contributor.authorFrancois, R.
dc.date.accessioned2016-04-18T13:18:45Z
dc.date.available2016-04-18T13:18:45Z
dc.date.issued2005-08
dc.identifier.urihttp://hdl.handle.net/11413/962
dc.description.abstractIn this study, steel-concrete interface defects were analyzed in order to define their potential to induce corrosion. Various types of steel-concrete interface defects were classified into two main groups: macrodefects and microdefects. Gaps formed beneath horizontal reinforcement as a result of bleeding and settlement of fresh concrete were analyzed for macrodefects. Microdefects presented no signs that could be identified by visual inspection and resulted not only from controlled pull-out of the steel bar but also from bleeding and settlement (but without the production of macrodefects as found with gap formation), Apart from interface defects, cover concrete porosity was defined as an intrinsic defect. The effect of these defects on reinforcement corrosion was investigated. Macrodefects have a direct effect on corrosion, whereas microdefects have no significant effect on Corrosion. Where the level of intrinsic defects was high, these had a greater effect on corrosion than interface macrodefects. The behaviors of conventional and self-compacting concrete (SCC) were compared. SCC was found to have better interface quality.tr_TR
dc.language.isoen_UStr_TR
dc.publisherASCE-AMER SOC CIVIL ENGINEERS, 1801 ALEXANDER BELL DR, RESTON, VA 20191-4400 USAtr_TR
dc.relationJOURNAL OF MATERIALS IN CIVIL ENGINEERINGtr_TR
dc.subjectInterfacestr_TR
dc.subjectReinforcementtr_TR
dc.subjectConcretetr_TR
dc.subjectSteeltr_TR
dc.subjectCompactiontr_TR
dc.subjectCorrosiontr_TR
dc.subjectSilica Fumetr_TR
dc.subjectBarstr_TR
dc.subjectBondtr_TR
dc.subjectPerformancetr_TR
dc.subjectMortartr_TR
dc.subjectArayüzlertr_TR
dc.subjectTakviyetr_TR
dc.subjectBetontr_TR
dc.subjectÇeliktr_TR
dc.subjectSıkıştırmatr_TR
dc.subjectKorozyontr_TR
dc.subjectSilis Dumanıtr_TR
dc.subjectBarlartr_TR
dc.subjectBağtr_TR
dc.subjectPerformanstr_TR
dc.subjectHarçtr_TR
dc.titleCorrosion of Reinforcement in Relation to Presence of Defects at the Interface Between Steel and Concretetr_TR
dc.typeArticletr_TR
dc.identifier.wos230708300011
dc.identifier.scopus2-s2.0-25444510056


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