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Prikladnaya Mekhanika i Tekhnicheskaya Fizika, 2020, Volume 61, Issue 3, Pages 171–179
DOI: https://doi.org/10.15372/PMTF20200318
(Mi pmtf329)
 

Strengthening of masonry walls produced from two different materials with steel fiber-reinforced concrete panels

A. Buyukkaragoz, Ya. Kopraman

Gazi University, Ankara, 06500, Turkey
Abstract: The use of steel fiber-reinforced concrete panels to strengthen masonry walls is examined. Within the scope of this study, 18 of a total of 24 specimens are manufactured by using concrete panels containing steel fibers at specific ratios to strengthen hollow brick and clay brick walls, while the remainder serve as reference specimens. The shear strength, deformation and energy consumption capacities are then evaluated for each of the different strengthening methods.
Keywords: masonry wall, concrete panel, strengthening, steel fibers, shear strength.
Funding agency Grant number
Gazi University 07/2013-04
Received: 22.07.2019
Revised: 22.07.2019
Accepted: 30.09.2019
English version:
Journal of Applied Mechanics and Technical Physics, 2020, Volume 61, Issue 3, Pages 463–470
DOI: https://doi.org/10.1134/S0021894420030189
Bibliographic databases:
Document Type: Article
UDC: 691.32, 539.3
Language: Russian
Citation: A. Buyukkaragoz, Ya. Kopraman, “Strengthening of masonry walls produced from two different materials with steel fiber-reinforced concrete panels”, Prikl. Mekh. Tekh. Fiz., 61:3 (2020), 171–179; J. Appl. Mech. Tech. Phys., 61:3 (2020), 463–470
Citation in format AMSBIB
\Bibitem{BuyKop20}
\by A.~Buyukkaragoz, Ya.~Kopraman
\paper Strengthening of masonry walls produced from two different materials with steel fiber-reinforced concrete panels
\jour Prikl. Mekh. Tekh. Fiz.
\yr 2020
\vol 61
\issue 3
\pages 171--179
\mathnet{http://mi.mathnet.ru/pmtf329}
\crossref{https://doi.org/10.15372/PMTF20200318}
\elib{https://elibrary.ru/item.asp?id=42982075}
\transl
\jour J. Appl. Mech. Tech. Phys.
\yr 2020
\vol 61
\issue 3
\pages 463--470
\crossref{https://doi.org/10.1134/S0021894420030189}
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