Advantages of using textile-reinforced concrete in cantilever structures

Textile reinforcement of concrete structures is promising trend in modern construction. These structures are lightweight, strong, stable, and require fewer materials. However, the use of textile-reinforced concrete in cantilever structures has not been previously studied. The authors designed and manufactured prototypes of lightweight textile-reinforced concrete cantilever coverings. The prototypes underwent strength testing in the laboratory. In addition, finite element modelling was performed to analyze the stress-stain state of the structures. Tre results showed that the maximum failure load of the prototype was 400 N, equivalent to a stress of 4.08 MPa, exceeding the strength of B20 class concrete by 1.9-2.4 times. The effectiveness of textile reinforcement was demonstrated under critical loading conditions, and the residual strength of the structure provided stability after the concrete matrix failure. The prototype could form the basis of commercial solutions. This technology is promising for use in regions with stringent structural reliability requirements, including seismically active zones.

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Publication Details

Journal
Architecture Construction Transport
Published
2025-04-16
DOI
https://doi.org/10.31660/2782-232x-2025-1-81-92
Citations
1
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
1.01
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article

Advantages of using textile-reinforced concrete in cantilever structures

Nikita Borisov, Oleg Stolyarov
1 citations
Architecture Construction Transport
Innovations in Concrete and Construction Materials
1.01
article

Advantages of using textile-reinforced concrete in cantilever structures

Nikita Borisov, Oleg Stolyarov
article en
1 citations

Abstract

Textile reinforcement of concrete structures is promising trend in modern construction. These structures are lightweight, strong, stable, and require fewer materials. However, the use of textile-reinforced concrete in cantilever structures has not been previously studied. The authors designed and manufactured prototypes of lightweight textile-reinforced concrete cantilever coverings. The prototypes underwent strength testing in the laboratory. In addition, finite element modelling was performed to analyze the stress-stain state of the structures. Tre results showed that the maximum failure load of the prototype was 400 N, equivalent to a stress of 4.08 MPa, exceeding the strength of B20 class concrete by 1.9-2.4 times. The effectiveness of textile reinforcement was demonstrated under critical loading conditions, and the residual strength of the structure provided stability after the concrete matrix failure. The prototype could form the basis of commercial solutions. This technology is promising for use in regions with stringent structural reliability requirements, including seismically active zones.

Architecture Construction TransportVol. 5(1)
Peter the Great St. Petersburg Polytechnic University (RU)
Openalex Percentile: Top 26%
Innovations in Concrete and Construction Materials
1.01
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