Structural testing of compression members reinforced with FRP bars

The Fibre Reinforced Polymer (FRP) bars are increasingly used as an alternative to steel reinforcement in concrete structures. Their wide applicability is due to their properties such as high strength, resistance to corrosion, easy cutting, etc. For many years, research has been conducted on the identification of properties and the possibility of application of FRP bars in structural members as the alternative to steel reinforcement. This paper presents results of experimental tests of concrete columns reinforced with BFRP (Basalt Fibre Reinforced Polymer) and HFRP (Hybrid Fibre Reinforced Polymer) bars. Observed failure modes are presented along with comparison of the experimental and the predicted ultimate capacities of the regarded columns.

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Publication Details

Journal
Archives of Civil Engineering
Published
2025-06-17
DOI
https://doi.org/10.24425/ace.2025.154143
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
0.00

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article

Structural testing of compression members reinforced with FRP bars

Maria Włodarczyk
Archives of Civil Engineering
Structural Behavior of Reinforced Concrete
article

Structural testing of compression members reinforced with FRP bars

Maria Włodarczyk
article en

Abstract

The Fibre Reinforced Polymer (FRP) bars are increasingly used as an alternative to steel reinforcement in concrete structures. Their wide applicability is due to their properties such as high strength, resistance to corrosion, easy cutting, etc. For many years, research has been conducted on the identification of properties and the possibility of application of FRP bars in structural members as the alternative to steel reinforcement. This paper presents results of experimental tests of concrete columns reinforced with BFRP (Basalt Fibre Reinforced Polymer) and HFRP (Hybrid Fibre Reinforced Polymer) bars. Observed failure modes are presented along with comparison of the experimental and the predicted ultimate capacities of the regarded columns.

Archives of Civil Engineering
Warsaw University of Technology (PL)
Narodowe Centrum Badań i Rozwoju
Openalex Percentile: Top 86%
Structural Behavior of Reinforced Concrete
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