Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Kostiantyn Protchenko"'
Autor:
Kostiantyn Protchenko
Publikováno v:
Archives of Civil Engineering, Vol vol. 70, Iss No 2, Pp 179-193 (2024)
For non-metallic reinforcement to be successfully integrated into residential and commercial construction, extensive research is required to understand the structural performance of Fiber Reinforced Polymer (FRP) reinforced concrete (RC) elements in
Externí odkaz:
https://doaj.org/article/15ae9929d04440e18d81f35f920f9d60
Autor:
Marek Urbański, Kostiantyn Protchenko
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 3, Pp 257-271 (2022)
The durability of building structures reinforced by steel is one of the main concerns in civil engineering. Currently, research in the field is focused on the possibility of replacing steel with relatively corrosion-resistant reinforcement, such as B
Externí odkaz:
https://doaj.org/article/af605164929546969b689b1ec00897d2
Testing the Influence of Metakaolinite and Zeolite on the Adhesion of BFRP and GFRP Bars to Concrete
Publikováno v:
Materials, Vol 16, Iss 23, p 7435 (2023)
Today’s sustainable development policy in Europe, which is driven by concerns about the greenhouse effect and environmental protection, mandates a reduction in CO2 emissions into the atmosphere. The cement industry and steel mills that produce rein
Externí odkaz:
https://doaj.org/article/cd916c360fa64a0b9f605d950e678d02
Publikováno v:
Archives of Civil Engineering, Vol vol. 67, Iss No 2, Pp 323-336 (2021)
Over the past decades, using of sustainable materials in construction is a challenging issue, thus Fibre Reinforced Polymers (FRP) took the attention of civil and structural engineers for its lightweight and high-strength properties. The paper descri
Externí odkaz:
https://doaj.org/article/dbf5ddf3222849aeb09850716c3ed345
Autor:
Kostiantyn Protchenko, Marek Urbański
Publikováno v:
Archives of Civil Engineering, Vol Vol. 66, Iss No 4, Pp 119-136 (2020)
The widespread use of Fibre-Reinforced Polymers (FRP) reinforced concrete (RC) structural members is hindered by their low fire resistant characteristics, limiting their use to cases, where fire resistance is not a priority. Presented and discussed a
Externí odkaz:
https://doaj.org/article/a39da1dad6114a42a58b0a4feabbb914
Publikováno v:
Budownictwo i Architektura, Vol 19, Iss 4 (2020)
One of the main concerns that limit the widespread use of Fibre-Reinforced Polymers (FRP) bars as internal reinforcement for reinforced concrete (RC) structures is their relatively unexplored response to elevated temperatures. The behaviour of FRP re
Externí odkaz:
https://doaj.org/article/4bec38c1f2d24cf7a4415a6cb59289ed
Autor:
Kostiantyn Protchenko
Publikováno v:
Materials, Vol 15, Iss 4, p 1509 (2022)
The fire resistance of fiber-reinforced polymer reinforced concrete (FRP-RC) elements depends on the temperature performance of the original concrete member, the fire scenario, and FRP reinforcement behavior. In this study, fire resistance tests are
Externí odkaz:
https://doaj.org/article/4207e0d0015f4d869ac660300e81f5aa
Publikováno v:
Materials, Vol 14, Iss 3, p 693 (2021)
Many studies on Fibre-Reinforced Polymers Reinforced Concrete (FRP-RC) beams tested in flexure have been performed by various researchers around the world. This work presents the results of statistical and mathematical analyses based on experimental
Externí odkaz:
https://doaj.org/article/9e6869690a5b45189b3908eb35e87a38
Publikováno v:
Materials, Vol 13, Iss 24, p 5839 (2020)
The use of sustainable materials is a challenging issue for the construction industry; thus, Fiber Reinforced Polymers (FRP) is of interest to civil and structural engineers for their lightweight and high-strength properties. The paper describes the
Externí odkaz:
https://doaj.org/article/680f05e48b27498b96f0dfcab9e868df
Publikováno v:
Materials, Vol 13, Iss 5, p 1248 (2020)
One of the main concerns of experimental and numerical investigations regarding the behavior of fiber-reinforced polymer reinforced concrete (FRP-RC) members is their fire resistance to elevated temperatures and structural performance at and after fi
Externí odkaz:
https://doaj.org/article/10f2d5d8f0e742a39d56c1da4425f9ba