Strength of Cracked Reinforced Concrete Disks

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    Abstract

    The paper deals with models, based on the theory of plasticity, to be used in strength assessments of reinforced concrete disks suffering from different kinds of cracking. Based on the assumption that the sliding strength of concrete is reduced in sections where cracks are located, solutions for the shear strength of disks with initial cracks and disks suffering from isotropic cracking are presented. Furthermore, in the case of isotropicly cracked disks subjected to arbitrary in-plane loading, a general yield condition is derived.
    Original languageEnglish
    Title of host publicationProc. 2nd Ukrainian Conference on
    Place of PublicationKiev
    PublisherThe State Research Institute of Building Construction
    Publication date1999
    Pages238-243
    Publication statusPublished - 1999
    Event2nd Ukrainian Conference on "Problems of reinforcement in the scientific and practical sphere of the contemporary stage" - Kiev, Ukraine
    Duration: 1 Jan 1999 → …
    Conference number: 2

    Conference

    Conference2nd Ukrainian Conference on "Problems of reinforcement in the scientific and practical sphere of the contemporary stage"
    Number2
    CountryUkraine
    CityKiev
    Period01/01/1999 → …

    Cite this

    Hoang, C. L., & Nielsen, M. P. (1999). Strength of Cracked Reinforced Concrete Disks. In Proc. 2nd Ukrainian Conference on (pp. 238-243). The State Research Institute of Building Construction.