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AuthorDjeridane,Madina
AuthorZaidi, Ali
AuthorLakhdari, Mohammed Fatah
Available date2020-04-30T12:48:26Z
Publication Date2020
Publication NameProceedings of the International Conference on Civil Infrastructure and Construction
CitationDjeridane M., Zaidi A., Lakhdari M. F., "Dune Sand Mortar Effects on Deflections of Repaired Steel bars-Reinforced Concrete Beams", International Conference on Civil Infrastructure and Construction (CIC 2020), Doha, Qatar, 2-5 February 2020, DOI: https://doi.org/10.29117/ cic.2020.0106
ISSN2958-3128
IdentifierP. O. Box: 2713 Doha-Qatar, Email: qupress@qu.edu.qa
URIwww.cic.qa
URIhttp://dx.doi.org/10.29117/cic.2020.0106
URIhttp://hdl.handle.net/10576/14692
AbstractThis paper presents theoretical and experimental investigations to analyze the flexural behavior of reinforced concrete beams repaired with mortars based on dune sands. The beams supposedly damaged were repaired using mortars based on dune sand varying the mortar cover thickness and the reinforcement ratio. After a suitable cure of beam specimens in the laboratory, they submitted to progressive loading until failure. The results obtained show that the repaired dune sand mortar could be used to enhance the flexural capacity and the ductility of damaged reinforced concrete beams, repaired with dune sand mortars. Comparisons between theoretical and experimental results in terms of deflections are also presented.
Languageen
PublisherQatar Univesrity Press
SubjectDune sand mortar
Repaired concrete beam
Theoretical and experimental deflections
Reinforcement ratio
TitleDune Sand Mortar Effects on Deflections of Repaired Steel Bars-Reinforced Concrete Beams
TypeConference Paper
Pagination813-817
ESSN2958-3136


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