Experimental analysis of the tensile behavior of concrete reinforced with Brazilian glass textile
Abstract
In this study, the mechanical behavior of concrete structures reinforced with one and two layers of the Brazilian glass textile “AR-360” was verified through direct tensile tests. The analysis of the mechanical behavior of the structures was performed with stress-strain curves, evaluating the transition points of the formed stages, rupture mode, rupture stress and strain, as well as an analysis comparing experimental results with analytics. Regarding the results, there was a structural inability of the pieces reinforced with a layer of glass textile. In the samples in which reinforcement with two layers of the aforementioned material was evaluated, the three stages present in the stress-strain curves were correctly identified, as predicted in the literature for the structures evaluated.
Downloads
References
Adam, V., Bielak, J., Dommes, C., Will, N., Hegger, J. (2020), Flexural and shear tests on reinforced concrete bridge deck slab segments with a textile-reinforced concrete strengthening layer. Materials, MDPI, v. 13, n. 18, p. 4210. https://doi.org/10.3390/ma13184210 DOI: https://doi.org/10.3390/ma13184210
Brameshuber, W., Hinzen, M., Dubey, A., Peled, A., Mobasher, B., Bentur, A., Aldea, C.; Silva, F., Hegger, J., Gries, T. et al. (2016), Recommendation of rilem tc 232-tdt: test methods and design of textile reinforced concrete: Uniaxial tensile test: test method to determine the load bearing behavior of tensile specimens made of textile reinforced concrete. Materials and Structures/Materiaux et Constructions, Springer Netherlands, v. 49, n. 12, p. 4923–4927. https://doi.org/10.1617/s11527-016-0839-z DOI: https://doi.org/10.1617/s11527-016-0839-z
Brockmann, T. (2006), “Mechanical and fracture mechanical properties of fine grained concrete for textile reinforced composites”. Tese (Doutorado) — Zugl.: Aachen, Techn. Hochsch.
Colombo, I. G., Magri, A., Zani, G., Colombo, M., Prisco, M. D. (2013), Erratum to: Textile reinforced concrete: experimental investigation on design parameters. Materials and structures, Springer, v. 46, p. 1953–1971. https://doi.org/10.1617/s11527-013-0017-5 DOI: https://doi.org/10.1617/s11527-013-0023-7
Christ, R. (2019), “Proposição de um método de dosagem para concretos de ultra alto desempenho (UHPC)”. Tese (Doutorado)—Universidade do Vale do Rio dos Sinos.
Dalazen, C. D. A. (2021), “Reforço à flexão de vigas em concreto armado com a utiização e argamassa reforçada com têxteis de carbono e de vidro”. Dissertação (Mestrado) — Universidade Federal do Rio Grande do Sul.
Giese, A. C. H. (2019), “Utilização de argamassa reforçada com têxtil de fibra de vidro álcali resistente para reforço à flexão de vigas de concreto armado”. Dissertação (Mestrado) — Universidade Federal do Rio Grande do Sul.
Hegger, J., Curbach, M., Stark, A., Wilhelm, S., Farwig, K. (2018), “Innovative design concepts: Application of textile reinforced concrete to shell structures”. Structural Concrete, Wiley Online Library, v. 19, n. 3, p. 637–646. https://doi.org/10.1002/suco.201700157 DOI: https://doi.org/10.1002/suco.201700157
Hegger, J., Voss, S. (2008), Investigations on the bearing behaviour and application potential of textile reinforced concrete. Engineering Structures, v. 30, p. 2050–2056, 7. https://doi.org/10.1016/j.engstruct.2008.01.006 DOI: https://doi.org/10.1016/j.engstruct.2008.01.006
Hegger, J., Will, N., Rüberg, K, (2007) Textile reinforced concrete—a new composite material. In: Advances in construction materials. [S.l.]: Springer, 2007. p. 147–156. DOI: https://doi.org/10.1007/978-3-540-72448-3_15
Hinzen, M. (2014), “Einfluss von Kurzfasern auf die Frisch- und Festbeton-eigenschaften sowie das Tragverhalten von Textilbeton”. Tese (Doutorado) — Lehrstuhl und Institut für Massivbau RWTH Aachen.
Jesse, F. (2005), “Tragverhalten von Filamentgarnen in zementgebundener Matrix”. Tese (Doutorado)—Dresden, Techn. Univ.
Kulas, C. H. (2013), “Zum Tragverhalten getränkter textiler Bewehrungselemente für Betonbauteile”. Tese (Doutorado) — Lehrstuhl und Institut für Massivbau RWTH Aachen.
Michler, H. (2013). Segmentbrücke aus textilbewehrtem beton–rottachsteg kempten im allgäu. Beton-und Stahlbetonbau, Wiley Online Library, v. 108, n. 5, p. 325–334, https://doi.org/10.1002/best.201300023 DOI: https://doi.org/10.1002/best.201300023
Molter, M. (2005), “Zum Tragverhalten von textilbewehrtem Beton”. Tese (Doutorado) — Aachen, Techn. Hochsch.
Ortolan, V. de K. (2021), “Estudo de matriz cimentícia reeforçada com fibra têxtil para uso em painéis”. Tese (Doutorado) — Universidade do Vale do Rio dos Sinos.
Raupach, M., Cruz, C. M. (2016), Textile-reinforced concrete: Selected case studies. Textile Fibre Composites in Civil Engineering, Elsevier, p. 275–299. https://doi.org/10.1016/B978-1-78242-446-8.00013-6 DOI: https://doi.org/10.1016/B978-1-78242-446-8.00013-6
Reginato, L. A. (2020), “Avaliação experimental dos efeitos da corrosão em concreto armado: diagnóstico e reabilitação com UHPFRC e concreto têxtil”. Tese (Doutorado) — Universidade Federal do Rio Grande do Sul.
Rizzo, J. (2023), “Comportamento Mecânico do Concreto Têxtil Submetido ao Esforço de Tração: Um Estudo Experimental”. Dissertação (Mestrado)—Universidade Federal do Rio Grande do Sul.
Santis, S. D., Carozzi, F. G., Felice, G. de, Poggi, C. (2017), Test methods for textile reinforced mortar systems. Composites Part B: Engineering, Elsevier, v. 127, p. 121–132. https://doi.org/10.1016/j.compositesb.2017.03.016 DOI: https://doi.org/10.1016/j.compositesb.2017.03.016
Scheerer, S., Schladitz, F., Curbach, M. (2015), Textile reinforced concrete–from the idea to a high performance material. In: Proceedings of the FERRO-11—11th International Symposium on Ferrocement and 3rd ICTRC—International Conference on Textile Reinforced Concrete, Aachen, Germany. [S.l.: s.n.].
Silva, R. Mansur de C., Silva, F. de A. (2020), Carbon textile reinforced concrete: materials and structural analysis. Materials and Structures, Springer, v. 53, n. 1, p. 1–19. https://doi.org/10.1617/s11527-020-1448-4 DOI: https://doi.org/10.1617/s11527-020-1448-4
Spelter, A., Bergmann, S., Bielak, J., Hegger, J. (2019), Long-term durability of carbon-reinforced concrete: An overview and experimental investigations. Applied Sciences, MDPI, v. 9, n. 8, p. 1651. https://doi.org/10.3390/app9081651 DOI: https://doi.org/10.3390/app9081651
Voss, S. (2008), “Ingenieurmodelle zum Tragverhalten von textilbewehrtem Beton”. Tese (Doutorado) — Lehrstuhl und Institut für Massivbau RWTH Aachen.
Copyright (c) 2024 Rizzo, J., Bastos, E. S., Reginato, L. A., Lazzari, P. M., Silva Filho, L. C. P. da
This work is licensed under a Creative Commons Attribution 4.0 International License.
_______________________________
License in effect from September 2020
You are free to:
- Share — copy and redistribute the material in any medium or format for any purpose, even commercially.
- Adapt — remix, transform, and build upon the material for any purpose, even commercially.
- The licensor cannot revoke these freedoms as long as you follow the license terms.
Under the following terms:
- Attribution — You must give appropriate credit , provide a link to the license, and indicate if changes were made . You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
- No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.
Notices:
You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable exception or limitation .
No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as publicity, privacy, or moral rights may limit how you use the material.