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Effect of Wet-Dry Condition on Self-Healing Property of Early-Age ECC
dc.contributor.authorYamamoto, Asamien_US
dc.contributor.authorWatanabe, Kenen_US
dc.contributor.authorLi, Victor C.en_US
dc.contributor.authorNiwa, Junichiroen_US
dc.date.accessioned2012-10-30T20:14:55Z
dc.date.available2012-10-30T20:14:55Z
dc.date.issued2010en_US
dc.identifier.urihttps://hdl.handle.net/2027.42/94193
dc.description.abstractThis paper describes the results of self-healing behavior in early-age Engineered Cementitious Composites (ECC). Uniaxially pre-loaded ECC with tensile strain of 0.3 or 0.5% were subjected to different number of wet-dry cycles. Then, resonant frequency test and reloading test were carried out to assess the recovery rate as a function of the number of wet-dry cycles. These two tests indicated different recovery rates and it was revealed that the number of wet-dry cycles, crack width and dispersion were crucial to attain recovery in mechanical characteristics.en_US
dc.publisherJapan Concrete Instituteen_US
dc.subjectECC; Self-healing; Wet-dry Cycle; Early Age; Resonant Frequencyen_US
dc.titleEffect of Wet-Dry Condition on Self-Healing Property of Early-Age ECCen_US
dc.typeConference Paperen_US
dc.subject.hlbsecondlevelCivil and Environmental Engineeringen_US
dc.subject.hlbtoplevelEngineeringen_US
dc.description.peerreviewedPeer Revieweden_US
dc.contributor.affiliationumDepartment of Civil and Environmental Engineeringen_US
dc.contributor.affiliationotherDepartment of Civil Engineering, Tokyo Institute of Technologyen_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/94193/1/yamamoto-wetdryselheal-2010.pdf
dc.identifier.sourceProceedings of JCIen_US
dc.identifier.orcid0000-0002-8678-3493en_US
dc.identifier.name-orcidLi, Victor C.; 0000-0002-8678-3493en_US
dc.owningcollnameCivil & Environmental Engineering (CEE)


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