Zobrazeno 1 - 10
of 86
pro vyhledávání: '"Khaled Sennah"'
Publikováno v:
Buildings, Vol 14, Iss 10, p 3277 (2024)
This paper investigates, experimentally and numerically, the shear strengthening of Normal Concrete (NC) beams using post-tensioning steel bars and Engineered Cementitious Composite (ECC) reinforced with chemically cured Palm Fronds (PFs). The benefi
Externí odkaz:
https://doaj.org/article/c20e41c986724c7e85ef7d1f0d2070f9
Publikováno v:
Applied Sciences, Vol 14, Iss 19, p 8806 (2024)
A depth precast deck panel (FDDP) is one element of the prefabricated bridge element and systems (PBES) that allows for quick un-shored assembly of the bridge deck on-site as part of the accelerated bridge construction (ABC) technology. This paper in
Externí odkaz:
https://doaj.org/article/cabc1dc3593f4041ba9206703d78232e
Publikováno v:
Buildings, Vol 14, Iss 7, p 2021 (2024)
This paper presents an experimental study conducted on the behavior of drop-in anchors in uncracked concrete slabs. Both seismic (cyclic) load tests and static load tests to collapse are performed on drop-in anchors subjected to tension or shear forc
Externí odkaz:
https://doaj.org/article/51b41c26c19f466ebc9e8ace8207cc37
Publikováno v:
Case Studies in Construction Materials, Vol 19, Iss , Pp e02433- (2023)
Recent exploration has focused on repairing and strengthen reinforced concrete (RC) beams subjected to torsional loading through various techniques. However, limited attention has been given to enhancing RC beams against torsional loading using ferro
Externí odkaz:
https://doaj.org/article/68b084ed21fa46259944a024c95f3b5b
Autor:
Ibrahim M. H. Alshaikh, Aref A. Abadel, Khaled Sennah, Moncef L. Nehdi, Rabin Tuladhar, Mohammed Alamri
Publikováno v:
Buildings, Vol 12, Iss 10, p 1724 (2022)
Abnormal loads can produce localized damage that can eventually cause progressive collapse of the whole reinforced concrete (RC) structure. This might have devastating financial repercussions and cause numerous severe casualties. Numerical simulation
Externí odkaz:
https://doaj.org/article/e7f2121abe1f41e5864d06b5d02375fd
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-22 (2018)
Abstract Corrosion of reinforcing steel bars is the main factor affecting durability and service life of steel-reinforced bridge barriers in North America. The use of glass fiber reinforcing polymer (GFRP) bars as non-corrosive material has emerged a
Externí odkaz:
https://doaj.org/article/96fd951cd1634f3cbc41295040e359c6
Publikováno v:
Materials, Vol 12, Iss 15, p 2485 (2019)
In the present paper, experimental and numerical investigations were conducted on concrete bridge barriers utilizing glass fiber reinforced polymer (GFRP) bars with a hook at their ends. Implementation of these hooked bars instead of the bent bars or
Externí odkaz:
https://doaj.org/article/55115bb07d94456f82850da4d9be2313
Publikováno v:
Structures. 50:1767-1782
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::504852fe5244d1e34fc1eea41e2302e2
https://doi.org/10.1016/j.istruc.2023.02.113
https://doi.org/10.1016/j.istruc.2023.02.113
Autor:
Aref A. Abadel, Husain Abbas, Ibrahim M.H. Alshaikh, Khaled sennah, Rabin Tuladhar, Ali Altheeb, Mohammed Alamri
Publikováno v:
Structures. 49:943-957
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d0daf338d5fea4f480739a3d7ea26ee
https://doi.org/10.1016/j.istruc.2023.02.004
https://doi.org/10.1016/j.istruc.2023.02.004
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 175:748-764
Fibre-reinforced polymer bars are rapidly becoming an approved alternative to conventional reinforcing steel bars, especially for severely exposed structures such as bridges. This paper reports on an experimental study on the bond characteristics of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6bbad278f2acc726e23b824f6246365f
https://doi.org/10.1680/jstbu.19.00230
https://doi.org/10.1680/jstbu.19.00230