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Time-dependent Numerical Modeling of Plain Concrete Columns Wrapped by FRP Sheets

    A. S Mahmoud Z. T Salih

Anbar Journal of Engineering Sciences, 2018, Volume 9, Issue 1, Pages 267-280
10.37649/aengs.2018.146606

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Abstract

The demand for strengthening structures becomes necessary when an increase in load is inevitable. For instance very little information is available on the time-dependent behaviour of strengthened concrete columns. Also, this is a primary factor hindering the widespread uses of FRP strengthening technologies in the construction implementations. This paper investigates the behaviour of strengthened concrete columns with FRP sheets subjected to long-term loading by non linear finite element analysis using ANSYS computer package. A three-dimensional finite element model has been used in this investigation. This study achieved a good agreement between numerical and experimental results, it was found that the percentage of error of specimens do not pass (5%) for creep strain. In addition, a parametric study was performed to study the effect of different factors on the behaviour of FRP strengthened concrete columns.
Keywords:
    reinforced concrete Creep FRP Strengthening viscoelastic finite element
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(2018). Time-dependent Numerical Modeling of Plain Concrete Columns Wrapped by FRP Sheets. Anbar Journal of Engineering Sciences, 9(1), 267-280. doi: 10.37649/aengs.2018.146606
A. S Mahmoud; Z. T Salih. "Time-dependent Numerical Modeling of Plain Concrete Columns Wrapped by FRP Sheets". Anbar Journal of Engineering Sciences, 9, 1, 2018, 267-280. doi: 10.37649/aengs.2018.146606
(2018). 'Time-dependent Numerical Modeling of Plain Concrete Columns Wrapped by FRP Sheets', Anbar Journal of Engineering Sciences, 9(1), pp. 267-280. doi: 10.37649/aengs.2018.146606
Time-dependent Numerical Modeling of Plain Concrete Columns Wrapped by FRP Sheets. Anbar Journal of Engineering Sciences, 2018; 9(1): 267-280. doi: 10.37649/aengs.2018.146606
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This journal is licensed under a Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0)

This journal is licensed under a Creative Commons Attribution 4.0 International (CC-BY 4.0)

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