RC beams strengthened with hemp-FRCM and cotton-FRCM under cyclic bending loads

Fiber Reinforced Cementitious Matrices (FRCM) is an interesting solution to retrofit structures, due its compatibility with the substrate and its versatility. This paper presents the application of vegetal-FRCM for strengthening RC beams. Two types of vegetal fibers, cotton and hemp, were coated with epoxy and polyester resin and were embedded into a mortar matrix to retrofit RC-beams subjected to cyclic bending loads. Additionally, FEA simulation analyses of the cyclic bending tests were conducted. Modal analysis was performed on both pre- and post-strengthened RC beams to assess the impact of FRCM on their vibrational modes. The application of FRCM increased the frequency of the 1st bending vibrational mode, enhanced the maximum load-bearing capacity of the specimens between a 4 and a 22 %, and delayed the appearance of cracking in the substrate. The numerical simulation proved to be reliable until the yield point, therefore it is suitable for determining design parameters.

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Publication Details

Journal
Engineering Structures
Published
2024-08-09
DOI
https://doi.org/10.1016/j.engstruct.2024.118718
Citations
5
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
1.33

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article

RC beams strengthened with hemp-FRCM and cotton-FRCM under cyclic bending loads

Ernest Bernat-Masó, Lluı́s Gil, Borja Martínez, Virginia Mendizábal
5 citations
Engineering Structures
Structural Behavior of Reinforced Concrete
1.33
article

RC beams strengthened with hemp-FRCM and cotton-FRCM under cyclic bending loads

Ernest Bernat-Masó, Lluı́s Gil, Borja Martínez, Virginia Mendizábal
article en
5 citations

Abstract

Fiber Reinforced Cementitious Matrices (FRCM) is an interesting solution to retrofit structures, due its compatibility with the substrate and its versatility. This paper presents the application of vegetal-FRCM for strengthening RC beams. Two types of vegetal fibers, cotton and hemp, were coated with epoxy and polyester resin and were embedded into a mortar matrix to retrofit RC-beams subjected to cyclic bending loads. Additionally, FEA simulation analyses of the cyclic bending tests were conducted. Modal analysis was performed on both pre- and post-strengthened RC beams to assess the impact of FRCM on their vibrational modes. The application of FRCM increased the frequency of the 1st bending vibrational mode, enhanced the maximum load-bearing capacity of the specimens between a 4 and a 22 %, and delayed the appearance of cracking in the substrate. The numerical simulation proved to be reliable until the yield point, therefore it is suitable for determining design parameters.

Engineering StructuresVol. 318
Universitat Politècnica de Catalunya (ES)
Agencia Estatal de Investigación
Openalex Percentile: Top 21%
Structural Behavior of Reinforced Concrete
1.33
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