Analysis of damage-plasticity model of concrete under uniaxial compression loading

  • Authors

    • Mohammad Rafiqul Islam Shahjalal University of Science and Technology
    • Abbas Ali Shahjalal University of Science and Technology
    • Md. Jahir Bin Alam Shahjalal University of Science and Technology
    • Tanvir Ahmad Shahjalal University of Science and Technology
    • Salman Sakib Shahjalal University of Science and Technology
    2021-01-21
    https://doi.org/10.14419/ijet.v10i1.30878
  • Concrete Damage, Concrete Elasticity, Concrete Damage-Plasticity Model, CEB-FIP Model Code Equation.
  • Abstract

    Concrete is a quasi-brittle material and shows different behavior in compression and tension. It shows elastic behavior at initial stage and damage-plasticity behavior beyond elastic limit. Therefore, development of material behavior model of concrete is a complex phenomenon. In this study, concrete damage plasticity theory has been described under experiment on concrete cylinder considering uni-axial compression loading and interpreted with analytical data calculated using CEB-FIP model code equation. The code has divided the stress-strain curve for concrete compression into three sections according to concrete’s elastic and non-elastic behaviors. Those three sections have been considered to calculate analytical data. In experiment, concrete behavior has been observed in two phases. The damage value for different stresses at the various points on the stress strain curve has been calculated. According to analytical data, the concrete shows elastic behavior up to 8.3MPa stress point and no damage occur in the concrete within the limit. However, in experimental data, concrete shows elastic behavior up to only 2.28MPa and damage occurred beyond the stress. Finally, the percentage of damage of concrete due to compression obtained from analysis and experiment has been assessed and compared. Above 32 percent of concrete damage is found for 22.5 MPa in both cases.

     

     

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  • How to Cite

    Rafiqul Islam, M., Ali, A., Jahir Bin Alam, M., Ahmad, T., & Sakib, S. (2021). Analysis of damage-plasticity model of concrete under uniaxial compression loading. International Journal of Engineering & Technology, 10(1), 29-34. https://doi.org/10.14419/ijet.v10i1.30878

    Received date: 2020-06-12

    Accepted date: 2020-08-23

    Published date: 2021-01-21