Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65956
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dc.titleOut-of-plane behavior of masonry walls strengthened with SFRC overlays
dc.contributor.authorChen, S.-P.
dc.contributor.authorTan, K.H.
dc.date.accessioned2014-06-17T08:22:35Z
dc.date.available2014-06-17T08:22:35Z
dc.date.issued2010-04
dc.identifier.citationChen, S.-P.,Tan, K.H. (2010-04). Out-of-plane behavior of masonry walls strengthened with SFRC overlays. Gongcheng Lixue/Engineering Mechanics 27 (4) : 169-172. ScholarBank@NUS Repository.
dc.identifier.issn10004750
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65956
dc.description.abstractRecent experimental results have demonstrated the great advantages of strengthening or rehabilitating structures using Steel Fiber Reinforced Concrete (SFRC). This paper presents both the experimental and numerical results on the out-of-plane behavior of un-reinforced masonry walls strengthened with SFRC overlays. Four un-reinforced masonry walls strengthened with 1.0%, 1.5%, 2.0% and 2.5% volume fractions of steel fiber reinforced mortar were tested. It was found that the optimistic volume fraction of steel fibers used for strengthening un-reinforced masonry walls was 1.5%. Numerical simulations are compared with experimental results, and the proposed model simulates the ultimate load capacity of the strengthened wall well.
dc.sourceScopus
dc.subjectMasonry wall
dc.subjectNumerical simulation
dc.subjectOut-of-plane behavior
dc.subjectSteel fiber reinforced mortar
dc.subjectStrengthening
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleGongcheng Lixue/Engineering Mechanics
dc.description.volume27
dc.description.issue4
dc.description.page169-172
dc.description.codenGOLIE
dc.identifier.isiutNOT_IN_WOS
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