Výsledky vyhledávání - "Ibrahim Sharaky"

Akademický článek

An innovative approach to check buildings insulation efficiency using thermal cameras

Autor: Ahmed Abdelhafiz, Ashraf Balabel, Mamdooh Alwetaishi, Amal Shamseldin, Usama Issa, Ibrahim Sharaky, Mohammed Al-Surf, Mosleh Al-Harthi

Publikováno v: Ain Shams Engineering Journal, Vol 13, Iss 5, Pp 101740- (2022)

Energy generation affects directly global warming. As buildings consume a large portion of the total generated energy, it is crucial to keep the energy consumption of this sector as less as possible. Poor insulation is the main source of energy losse

Externí odkaz: https://doaj.org/article/3503b4ec6a8a4ce8b5a887af9f071d68

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Experimental study of the influence of adhesive properties and bond length on the bond behaviour of NSM FRP bars in concrete

Autor: AMADE AMADE, Marta Baena, Lluis Torres, Ibrahim Sharaky, Cristina Barris

Publikováno v: Journal of Civil Engineering and Management; Vol 22 No 6 (2016); 808-817
© Journal of Civil Engineering and Management, 2016, vol. 22, núm. 6, p. 808-817
Articles publicats (D-EMCI)
DUGiDocs – Universitat de Girona
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Journal of Civil Engineering and Management, Vol 22, Iss 6 (2016)

The near-surface mounted (NSM) fibre reinforced polymer (FRP) technique is a relatively recent system for strengthening concrete structures. Bond is a key factor in its behaviour, and is affected by many factors whose influence can only be tested thr

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3efabd7369bc82ac04d7e6463bde9854
http://journals.vgtu.lt/index.php/JCEM/article/view/1875

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Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars

Autor: Joaquim Comas, AMADE AMADE, Lluis Torres, Ibrahim Sharaky, Cristina Barris, JORDI COMAS BARON

Publikováno v: © Composite Structures, 2014, vol. 109, p. 8-22
Articles publicats (D-EMCI)
DUGiDocs – Universitat de Girona
instname

The behaviour of RC beams strengthened with NSM FRP bars was experimentally investigated. Eight beams were tested under four point bending. The effects of material type, epoxy properties, bar size and the number of NSM bars were studied. The tested b

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f15bf58693b06fbf18a020ab525bb529
http://hdl.handle.net/10256/11957

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