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2021 | OriginalPaper | Buchkapitel

Bearing Capacity of Stone Beam Reinforced by GFRP

verfasst von : Zinoviy Blikharskyy, Taras Bobalo, Andrij Kramarchuk, Borys Ilnytskyy, Rostyslav Vashkevych

Erschienen in: Proceedings of EcoComfort 2020

Verlag: Springer International Publishing

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Abstract

One of the most common issues faced by builders during the reconstruction is the issue of durability and corrosion resistance of structures reinforced with steel reinforcement, especially in the presence of an aggressive environment in special purpose buildings. Annually new materials appear on the market of building materials that can change the idea of standard construction. Glass fiber reinforcement polymer is such the material highly resistant to aggressive environments. More than 40% of buildings are made of fine artificial stone materials (bricks, stones, blocks); it is an environmentally friendly material, which is also resistant to aggressive environments if the manufacturing technology is ensured. The rational combination of a brick and GFRP reinforcement together with maintenance of their reliable joint work will allow to develop more widely the field of this materials’ usage. Prefabricated load-bearing ceramic beams are relevant in terms of their economic use in construction, because they can be manufactured directly on construction sites, where it is impossible to provide access for machinery due to lack of space. Therefore it is good solution in terms of technical difficulties in installation of usual reinforced concrete lintels with the use of crane. The use of GFRP reinforcement has a number of advantages comparing with the classic steel reinforcement; coefficient of thermal expansion of reinforcement and concrete are rather close, which prevents formation of cracks when the temperature changes.

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Literatur
4.
Zurück zum Zitat Khmil, R., Tytarenko, R., Blikharskyy, Y., Vashkevych, R.: Influence of load level during strengthening of reinforced concrete beams on their reliability. IOP Conf. Ser. Mater. Sci. Eng. 708(1), 012054 (2019)CrossRef Khmil, R., Tytarenko, R., Blikharskyy, Y., Vashkevych, R.: Influence of load level during strengthening of reinforced concrete beams on their reliability. IOP Conf. Ser. Mater. Sci. Eng. 708(1), 012054 (2019)CrossRef
14.
Zurück zum Zitat Krainskyi, P., Vegera, P., Khmil, R., Blikharskyy, Z.: Theoretical calculation method for crack resistance of jacketed RC columns. IOP Conf. Ser. Mater. Sci. Eng. 708(1), 012059 (2019)CrossRef Krainskyi, P., Vegera, P., Khmil, R., Blikharskyy, Z.: Theoretical calculation method for crack resistance of jacketed RC columns. IOP Conf. Ser. Mater. Sci. Eng. 708(1), 012059 (2019)CrossRef
15.
Zurück zum Zitat Szymon, C., Di Benedetti, M., Maurizio, G., Zappa, E.: Size effect in FRP RC beams with and without shear reinforcement. In: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-13), pp. 1–19 (2017) Szymon, C., Di Benedetti, M., Maurizio, G., Zappa, E.: Size effect in FRP RC beams with and without shear reinforcement. In: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-13), pp. 1–19 (2017)
18.
Zurück zum Zitat Gariboldi, E., Naumenko, K., Ozhoga-Maslovskaja, O., Zappa, E.: Analysis of anisotropic damage in forged Al–Cu–Mg–Si alloy based on creep tests, micrographs of fractured specimen and digital image correlations. Mater. Sci. Eng. A 652, 175–185 (2016)CrossRef Gariboldi, E., Naumenko, K., Ozhoga-Maslovskaja, O., Zappa, E.: Analysis of anisotropic damage in forged Al–Cu–Mg–Si alloy based on creep tests, micrographs of fractured specimen and digital image correlations. Mater. Sci. Eng. A 652, 175–185 (2016)CrossRef
20.
Zurück zum Zitat Kramarchuk, A., Ilnytskyy, B., Lytvyniak, O., Famulyak, Y.: Strengthening prefabricated reinforced concrete roof beams that are damaged by corrosion of concrete and reinforcement. IOP Conf. Ser. Mater. Sci. Eng. 708(1), 012060 (2019). IOP Publishing Kramarchuk, A., Ilnytskyy, B., Lytvyniak, O., Famulyak, Y.: Strengthening prefabricated reinforced concrete roof beams that are damaged by corrosion of concrete and reinforcement. IOP Conf. Ser. Mater. Sci. Eng. 708(1), 012060 (2019). IOP Publishing
24.
Zurück zum Zitat Kramarchuk, A., Ilnytskyy, B., Lytvyniak, O.: Arrangement of the foundations under the new hotel in Lviv. In: Matec Web of Conferences, vol. 183, p. 02007. EDP Sciences (2018) Kramarchuk, A., Ilnytskyy, B., Lytvyniak, O.: Arrangement of the foundations under the new hotel in Lviv. In: Matec Web of Conferences, vol. 183, p. 02007. EDP Sciences (2018)
25.
Zurück zum Zitat Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets, M.: Theoretical analysis of RC beams reinforced with high strength rebar’s and steel plate. IOP Conf. Ser. Mater. Sci. Eng. 708(1), 012045 (2019)CrossRef Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets, M.: Theoretical analysis of RC beams reinforced with high strength rebar’s and steel plate. IOP Conf. Ser. Mater. Sci. Eng. 708(1), 012045 (2019)CrossRef
27.
Zurück zum Zitat Pavlikov, A., Kosior-Kazberuk, M., Harkava, O.: Experimental testing results of reinforced concrete beams under biaxial bending. Int. J. Eng. Technol. 7(3.2), 299–305 (2018)CrossRef Pavlikov, A., Kosior-Kazberuk, M., Harkava, O.: Experimental testing results of reinforced concrete beams under biaxial bending. Int. J. Eng. Technol. 7(3.2), 299–305 (2018)CrossRef
Metadaten
Titel
Bearing Capacity of Stone Beam Reinforced by GFRP
verfasst von
Zinoviy Blikharskyy
Taras Bobalo
Andrij Kramarchuk
Borys Ilnytskyy
Rostyslav Vashkevych
Copyright-Jahr
2021
DOI
https://doi.org/10.1007/978-3-030-57340-9_6