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    Mortar Constituent of Concrete Under Cyclic Compression

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    darwin_mortar.pdf (3.230Mb)
    Issue Date
    1980-10
    Author
    Maher, Ataullah
    Darwin, David
    Publisher
    University of Kansas Center for Research, Inc.
    Type
    Technical Report
    Is part of series
    SM Report;5
    Published Version
    https://iri.ku.edu/reports
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    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.
    URI
    http://hdl.handle.net/1808/20342
    Collections
    • Infrastructure Research Institute Scholarly Works [324]
    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.

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    785-864-8983

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    Lawrence, KS 66045
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    Contact KU ScholarWorks
    785-864-8983
    KU Libraries
    1425 Jayhawk Blvd
    Lawrence, KS 66045
    785-864-8983

    KU Libraries
    1425 Jayhawk Blvd
    Lawrence, KS 66045
    Image Credits
     

     

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