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Effect of distribution shape of the porosity on the interfacial stresses of the FGM beam strengthened with FRP plate

  • Received : 2018.08.20
  • Accepted : 2019.04.01
  • Published : 2019.05.25
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Abstract

The effect of the porosity and its distribution shape on the normal and shear interfacial stresses of the FGM beam strengthened with FRP plate subjected to a uniformly distributed load are investigated analytically in the present paper. Basically, the governing equations of FGM beams with porosity strengthened with composite plates are identical to the ones without porosity. Nonetheless, when the effect of the porosity and its distribution shape are taken into account, the rule of mixture was reformulated to assess the material characteristics with the porosity phases and its distribution shape. This work discusses the influence of the gradient index, the porosity and its distribution shape on the interfacial stresses.

Keywords

Acknowledgement

Supported by : Ministry of Higher Education and Scientific Research (MESRS)

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  1. Predictions of the maximum plate end stresses of imperfect FRP strengthened RC beams: study and analysis vol.9, pp.4, 2019, https://doi.org/10.12989/amr.2020.9.4.265
  2. Thermo-mechanical behavior of porous FG plate resting on the Winkler-Pasternak foundation vol.9, pp.6, 2019, https://doi.org/10.12989/csm.2020.9.6.499
  3. Effect of porosity distribution rate for bending analysis of imperfect FGM plates resting on Winkler-Pasternak foundations under various boundary conditions vol.9, pp.6, 2020, https://doi.org/10.12989/csm.2020.9.6.575
  4. Study and analysis of the free vibration for FGM microbeam containing various distribution shape of porosity vol.77, pp.2, 2019, https://doi.org/10.12989/sem.2021.77.2.217
  5. Vibration analysis of porous FGM plate resting on elastic foundations: Effect of the distribution shape of porosity vol.10, pp.1, 2019, https://doi.org/10.12989/csm.2021.10.1.061
  6. Analysis on the buckling of imperfect functionally graded sandwich plates using new modified power-law formulations vol.77, pp.6, 2019, https://doi.org/10.12989/sem.2021.77.6.797
  7. Modeling and analysis of the imperfect FGM-damaged RC hybrid beams vol.6, pp.2, 2019, https://doi.org/10.12989/acd.2021.6.2.117
  8. Quantitative assessment on the reinforcing behavior of the CFRP-PCM method on tunnel linings vol.25, pp.2, 2021, https://doi.org/10.12989/gae.2021.25.2.123
  9. New solution for damaged porous RC cantilever beams strengthening by composite plate vol.10, pp.3, 2019, https://doi.org/10.12989/amr.2021.10.3.169