Table of Content

Open Access iconOpen Access

ARTICLE

Investigation and numerical analysis of steel beams strengthened with CFRP

Mehdi Khanloo1, Heydar Dashti Naserabadi2, Morteza Jamshidi1

1 Department of civil Engineering, Chalous Branch, Islamic Azad University, Chalous, Iran
2 Corresponding Author; Department of civil Engineering, Chalous Branch, Islamic Azad University, Chalous, Iran

* Corresponding Author: Heydar Dashti Naserabadi (email)

Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería 2022, 38(1), 1-4. https://doi.org/10.23967/j.rimni.2021.12.005

Abstract

One of the most common methods of strengthening concrete structures is the use of composite fibers such as FRP. These fibers have found a special place in structural retrofitting methods due to a number of specific ability including lightness and ease of performance. Reinforced concrete structures have long been considered by design engineers for the possibility of retrofitting high strength composite steel structures. In this study, twenty-two steel beam models were modeled by ANSYS software. Variable parameters studied in the modeled steel beams can be referred to the number, orientation and thickness of composite layers.

Keywords


Cite This Article

APA Style
Khanloo, M., Naserabadi, H.D., Jamshidi, M. (2022). Investigation and numerical analysis of steel beams strengthened with CFRP. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, 38(1), 1-4. https://doi.org/10.23967/j.rimni.2021.12.005
Vancouver Style
Khanloo M, Naserabadi HD, Jamshidi M. Investigation and numerical analysis of steel beams strengthened with CFRP. Rev int métodos numér cálc diseño ing. 2022;38(1):1-4 https://doi.org/10.23967/j.rimni.2021.12.005
IEEE Style
M. Khanloo, H.D. Naserabadi, and M. Jamshidi, “Investigation and numerical analysis of steel beams strengthened with CFRP,” Rev. int. métodos numér. cálc. diseño ing., vol. 38, no. 1, pp. 1-4, 2022. https://doi.org/10.23967/j.rimni.2021.12.005



cc Copyright © 2022 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
  • 34

    View

  • 28

    Download

  • 0

    Like

Share Link