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Development of High Strength High Ductility Concrete

dc.contributor.authorRanade, Ravien_US
dc.contributor.authorStults, Michael D.en_US
dc.contributor.authorLi, Victor C.en_US
dc.contributor.authorRushing, Todd S.en_US
dc.contributor.authorRonth, Jasonen_US
dc.contributor.authorHeard, William F.en_US
dc.date.accessioned2012-10-30T20:14:56Z
dc.date.available2012-10-30T20:14:56Z
dc.date.issued2011en_US
dc.identifier.urihttps://hdl.handle.net/2027.42/94195
dc.description.abstractThe development of a new material, High Strength High Ductility Concrete (HSHDC), and its unique composite properties are reported in this paper. HSHDC attains an average compressive strength of 160 MPa (23 ksi) and average tensile strain capacity of 3.5%. The micromechanics-based design approach, which guided the development of HSHDC, is highlighted. A comparison of the specific energy absorption under direct tension of HSHDC with other concretes of this class is also presented.en_US
dc.publisherRILEMen_US
dc.titleDevelopment of High Strength High Ductility Concreteen_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.affiliationotherGeotechnical and Structures Laboratory, U.S. Army Engineer Research and Development Center (ERDC)en_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/94195/1/SHCC2-Ranade-HSHDC.pdf
dc.identifier.sourceProceedings of the 2nd International RILEM Conference on Strain Hardening Cementitious Compositesen_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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