dc.contributor.author | Maher, Ataullah | |
dc.contributor.author | Darwin, David | |
dc.date.accessioned | 2016-02-24T20:18:52Z | |
dc.date.available | 2016-02-24T20:18:52Z | |
dc.date.issued | 1980-10 | |
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.uri | http://hdl.handle.net/1808/20342 | |
dc.description.abstract | The 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.publisher | University of Kansas Center for Research, Inc. | en_US |
dc.relation.ispartofseries | SM Report;5 | |
dc.relation.isversionof | https://iri.ku.edu/reports | en_US |
dc.title | Mortar Constituent of Concrete Under Cyclic Compression | en_US |
dc.type | Technical Report | |
kusw.kuauthor | Darwin, David | |
kusw.kudepartment | Civil/Environ/Arch Engineering | en_US |
dc.identifier.orcid | https://orcid.org/0000-0001-5039-3525 | |
kusw.oapolicy | This item does not meet KU Open Access policy criteria. | |
dc.rights.accessrights | openAccess | |