Zobrazeno 1 - 8
of 8
pro vyhledávání: '"A. Khudobych"'
Autor:
RUSU, Ion, KHUDOBYCH, Artur, TSELIKOVA, Alina, KARPIUK, Vasyl, KARPIUK, Irina, ZAVOLOKA, Michael
Publikováno v:
Journal of Engineering Science (Chişinău), Vol XXVII, Iss 3, Pp 186-202 (2020)
The paper deals with the results of multi-method test studies of the bearing capacity, stress-strain behaviour and crack resistance of the 2000х200х100 mm reinforced concrete beams and basalt fibre reinforced concrete beams subjected to high-level
Externí odkaz:
https://doaj.org/article/916d31cb3c15476dbcc783ccfa322307
Autor:
A.S. A.S.Tselikova, I.A. Karpiuk, V.G. Kravchuk, D.S. Korchevnyi, V.M. Karpiuk, A.A. Khudobych
Publikováno v:
Bulletin of Odessa State Academy of Civil Engineering and Architecture. :27-36
In the past decade, structures with non-metallic composite reinforcement (FRP) find more and more widespread use in construction practice, especially in buildings and structures for special purposes. Due to its high strength, resistance to chemical a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::719c99f300b7779dc5ac2af2f293bcdd
https://doi.org/10.31650/2415-377x-2021-82-27-36
https://doi.org/10.31650/2415-377x-2021-82-27-36
Publikováno v:
Vìsnik L’vìvs’kogo nacìonal’nogo agrarnogo unìversitetu. Arhìtektura ì sìl’s’kogospodars’ke budìvnictvo. 21:9-14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::970701c44305948c624e8b7d21deb06a
https://doi.org/10.31734/architecture2020.21.009
https://doi.org/10.31734/architecture2020.21.009
Publikováno v:
Science and Education a New Dimension. :16-22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b088e945a99898ca975df20d49fd8ad4
https://doi.org/10.31174/send-nt2020-238viii29-03
https://doi.org/10.31174/send-nt2020-238viii29-03
Publikováno v:
Bulletin of Odessa State Academy of Civil Engineering and Architecture. :43-49
Non-metal composite reinforcement is increasingly being used in modern construction. Composite reinforcement is a great step forward over steel, due to its higher strength and corrosion resistance. An analysis of the use of these fittings was perform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9cde6a4a87f60f35e755f64ad2503d5
https://doi.org/10.31650/2415-377x-2020-80-43-49
https://doi.org/10.31650/2415-377x-2020-80-43-49
Publikováno v:
Eastern-European Journal of Enterprise Technologies, Vol 4, Iss 7 (106), Pp 42-53 (2020)
Experimental data of strength, deformability, and crack resistance of 2,000×200×100mm reinforced concrete and basalt-concrete beams are given. Longitudinal reinforcement consisted of 2 Ø14 A500C for reinforced concrete beams and 2 Ø14 BFRP (AKB80
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::746fc57d41f78b9309b17e4db206d888
https://zenodo.org/record/4011744
https://zenodo.org/record/4011744
Publikováno v:
Східно-Європейський журнал передових технологій; Том 4, № 7 (106) (2020): Прикладна механіка; 42-53
Восточно-Европейский журнал передовых технологий; Том 4, № 7 (106) (2020): Прикладная механика; 42-53
Eastern-European Journal of Enterprise Technologies; Том 4, № 7 (106) (2020): Applied mechanics; 42-53
Восточно-Европейский журнал передовых технологий; Том 4, № 7 (106) (2020): Прикладная механика; 42-53
Eastern-European Journal of Enterprise Technologies; Том 4, № 7 (106) (2020): Applied mechanics; 42-53
Experimental data of strength, deformability, and crack resistance of 2,000×200×100 mm reinforced concrete and basalt-concrete beams are given. Longitudinal reinforcement consisted of 2 Ø14 A500C for reinforced concrete beams and 2 Ø14 BFRP (AKB8
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=scientific_p::bb30927c73abb60743ba832fe13c1da7
http://journals.uran.ua/eejet/article/view/209378
http://journals.uran.ua/eejet/article/view/209378
Publikováno v:
Eastern-European Journal of Enterprise Technologies; 2020, Vol. 106 Issue 7, p42-53, 12p