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dc.contributor.authorChousidis, Nikolaosen
dc.contributor.authorRakanta, Elenien
dc.contributor.authorIoannou, Ioannisen
dc.contributor.authorBatis, Georgeen
dc.creatorChousidis, Nikolaosen
dc.creatorRakanta, Elenien
dc.creatorIoannou, Ioannisen
dc.creatorBatis, Georgeen
dc.date.accessioned2019-04-18T06:18:42Z
dc.date.available2019-04-18T06:18:42Z
dc.date.issued2017
dc.identifier.urihttp://gnosis.library.ucy.ac.cy/handle/7/45262
dc.description.abstractReinforced concrete structures are normally exposed to various aggressive environmental conditionsen
dc.description.abstractthus it is essential to protect the steel reinforcement from corrosion and the concrete from degradation. This experimental study is aimed at optimising the physico-mechanical properties of reinforced concrete by using iron mill scale as a replacement for cement. Reinforced cement mortars and concrete specimens with and without the addition of iron mill scale were partially immersed in 3·5% w/w sodium chloride solution for 17 months and 130?d, respectively. The mill scale was added to the aforementioned cementitious composites in proportions of 5% and 10% by weight of cement. Its effect on chloride penetration resistance was evaluated using various standardised and non-standardised experimental techniques. The results showed that the additive increased the resistance of reinforced cementitious composites to chloride penetration, reduced the corrosion of steel reinforcement and improved the compressive strength of concrete. Furthermore, iron mill scale decreased the concentration of chloride ions in cement mortars which were partially immersed in sodium chloride solution.en
dc.description.abstractReinforced concrete structures are normally exposed to various aggressive environmental conditionsen
dc.description.abstractthus it is essential to protect the steel reinforcement from corrosion and the concrete from degradation. This experimental study is aimed at optimising the physico-mechanical properties of reinforced concrete by using iron mill scale as a replacement for cement. Reinforced cement mortars and concrete specimens with and without the addition of iron mill scale were partially immersed in 3·5% w/w sodium chloride solution for 17 months and 130?d, respectively. The mill scale was added to the aforementioned cementitious composites in proportions of 5% and 10% by weight of cement. Its effect on chloride penetration resistance was evaluated using various standardised and non-standardised experimental techniques. The results showed that the additive increased the resistance of reinforced cementitious composites to chloride penetration, reduced the corrosion of steel reinforcement and improved the compressive strength of concrete. Furthermore, iron mill scale decreased the concentration of chloride ions in cement mortars which were partially immersed in sodium chloride solution.en
dc.sourceAdvances in Cement Researchen
dc.source.urihttps://doi.org/10.1680/jadcr.15.00129
dc.titleInfluence of iron mill scale additive on the physico-mechanical properties and chloride penetration resistance of concreteen
dc.typeinfo:eu-repo/semantics/article
dc.identifier.doi10.1680/jadcr.15.00129
dc.description.volume28
dc.description.issue6
dc.description.startingpage389
dc.description.endingpage402
dc.author.facultyΠολυτεχνική Σχολή / Faculty of Engineering
dc.author.departmentΤμήμα Πολιτικών Μηχανικών και Μηχανικών Περιβάλλοντος / Department of Civil and Environmental Engineering
dc.type.uhtypeArticleen
dc.contributor.orcidIoannou, Ioannis [0000-0002-8004-4913]
dc.gnosis.orcid0000-0002-8004-4913


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