Abstract Due to the difficulties of testing concrete in direct uniaxial tension, only limited data are available. In this paper, the cyclic tensile test on the plain concrete was carried out. Based on the experimental data, the plasticity and damage evolution can be formulated with respect to elastic strain. A constitutive model for cyclic tensile behavior of concrete is proposed. The proposed model can describe the nonlinear post-peak performance of concrete in direct tension including hysteresis loops. Finally, a statistical damage model is derived to describe the microcrack growth of concrete under monotonic and cyclic tension loading. Results demonstrated that the microcracks growth of concrete under cyclic tension loading can be formulated by the Weibull cumulative distribution function.


    Zugriff

    Zugriff prüfen

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Experimental study and constitutive model on complete stress-strain relations of plain concrete in uniaxial cyclic tension


    Beteiligte:
    Chen, Xudong (Autor:in) / Xu, Lingyu (Autor:in) / Bu, Jingwu (Autor:in)

    Erschienen in:

    Erscheinungsdatum :

    2016-09-19


    Format / Umfang :

    7 pages




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch





    STRESS-STRAIN RELATIONS WITH MEASURED CYCLIC DAMPING

    FU, C. C. / MENTEL, T. J. | AIAA | 1963


    A Cyclic Stress-Strain Constitutive Model for Polycrystalline Magnesium Alloy and its Application

    Zeng, X. G. / Wang, Q. Y. / Fan, J. H. et al. | British Library Conference Proceedings | 2007



    Uniaxial Tension and Cyclic Deformation Behavior of Steel/Zinc Laminated Composites

    Wu, P. A. / Bao, X. J. / Ran, Xu et al. | SAE Technical Papers | 2007