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dc.contributor.authorAhmed, Shaikh
dc.contributor.authorMihashi, H.
dc.contributor.editorNot listed
dc.date.accessioned2017-01-30T12:35:21Z
dc.date.available2017-01-30T12:35:21Z
dc.date.created2010-11-15T20:03:12Z
dc.date.issued2010
dc.identifier.citationAhmed, Shaikh and Mihashi, Hirozo. 2010. Corrosion of reinforcing steel in strain hardening fiber reinforced cementitious composites, in The 5th Civil Engineering Conference in the Asian Region. Sydney, Australia: ICMS Pty Ltd.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/23075
dc.description.abstract

Corrosion of reinforcing steel is one of main deterioration mechanism in reinforced concrete structures. In this paper experimental results on the corrosion durability of cracked and uncracked reinforced concrete (RC) beams made with plain mortar and strain hardening fiber reinforced cementitious composites (SHFRCC) are presented. Three series of beams are considered. The first series is RC beams. While the second and third series consisted of SHFRCC beams containing polyethylene and hybrid steel-polyethylene fibers, respectively. Test results show that both cracked and uncracked beams containing SHFRCC materials exhibited better corrosion protection than that of plain mortar beams. Among all specimens the beam containing hybrid steel-polyethylene fiber SHFRCC exhibited the best corrosion protection.

dc.publisherICMS Pty Ltd
dc.titleCorrosion of reinforcing steel in strain hardening fiber reinforced cementitious composites
dc.typeConference Paper
dcterms.source.titleProceedings of the 5th Civil Engineering Conference in the Asian Region
dcterms.source.seriesProceedings of the 5th Civil Engineering Conference in the Asian Region
dcterms.source.isbn978-085-825-979-9
dcterms.source.conferenceThe 5th Civil Engineering Conference in the Asian Region
dcterms.source.conference-start-dateAug 8 2010
dcterms.source.conferencelocationSydney, Australia
dcterms.source.placeSydney, NSW
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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