Open Access

ARTICLE

Investigation and numerical analysis of steel beams strengthened with CFRP

by

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 ()

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

Received 19 April 2021; Accepted 01 July 2021; Issue published 03 January 2022

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.

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Keywords

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