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dc.contributor.authorMaher, Ataullah
dc.contributor.authorDarwin, David
dc.date.accessioned2016-02-24T20:18:52Z
dc.date.available2016-02-24T20:18:52Z
dc.date.issued1980-10
dc.identifier.citation​Maher, A., and Darwin, D., "Mortar Constituent of Concrete Under Cyclic Compression," SM Report No. 5, University of Kansas Center for Research, Inc., Lawrence, KS, October 1980, 180 pp.en_US
dc.identifier.urihttp://hdl.handle.net/1808/20342
dc.description.abstractThe behavior of the mortar constituent of concrete under cyclic compression was studied and a simple analytical model was developed to represent its cyclic behavior. The experimenta 1 work consisted of monotonic and cyclic compressive loading of mortar. Two mixes were used, with proportions corresponding to concretes with water-cement ratios of 0.5 and 0.6. Forty-four groups of specimens were tested at ages ranging from 5 to 7 days. Complete monotonic and cyclic stress-strain envelopes were obtained. A number of loading regimes were investigated, including cycles to a constant maxi mum strain. Major emphasis was placed on The degradation was tests using relatively high stress cycles. strain and load history. shown to be a continuous process and a function of both total No stability of damage in concrete and limit (fatigue limit) was indicated. The nature mortar may dominate the behavior of concrete.
dc.publisherUniversity of Kansas Center for Research, Inc.en_US
dc.relation.ispartofseriesSM Report;5
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.titleMortar Constituent of Concrete Under Cyclic Compressionen_US
dc.typeTechnical Report
kusw.kuauthorDarwin, David
kusw.kudepartmentCivil/Environ/Arch Engineeringen_US
dc.identifier.orcidhttps://orcid.org/0000-0001-5039-3525
kusw.oapolicyThis item does not meet KU Open Access policy criteria.
dc.rights.accessrightsopenAccess


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