Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Ali Ramadhan Yousif"'
Autor:
Ari Omar Ismael, Ali Ramadhan Yousif
Publikováno v:
Eurasian Journal of Science and Engineering, Vol 9, Iss 3, Pp 1-12 (2023)
In this study, the shear strengthening of reinforced concrete (RC) beams by externally web-side bonded carbon fiber-reinforced polymer (CFRP) strips is investigated experimentally. The current study regards the problems associated with shear strength
Externí odkaz:
https://doaj.org/article/2a165a0f0460461ca569f913010abcb9
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e02020- (2023)
This research examined the effect of a novel type of stiff nonmetallic macro fibers, basalt macro fibers (BMF), on the shear strength and behavior of high-strength concrete (HSC) beams longitudinally reinforced with basalt fiber-reinforced polymer (B
Externí odkaz:
https://doaj.org/article/8bf534cc266048ddafed33c9aad1afa5
Publikováno v:
Ain Shams Engineering Journal, Vol 13, Iss 6, Pp 101787- (2022)
There has been no research on the performance of high-strength concrete (HSC) hollow members reinforced with basalt fiber reinforced polymer (BFRP) bars and steel stirrups under combined torsion (T), shear (V), and moment (M); this study examines the
Externí odkaz:
https://doaj.org/article/fe2248f993a94c2b875dcc0245917bed
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
The shear strength prediction of fiber-reinforced polymer- (FRP-) reinforced concrete beams is one of the most complicated issues in structural engineering applications. Developing accurate and reliable prediction models is necessary and cost saving.
Externí odkaz:
https://doaj.org/article/fe99cbd298614b8ea7281fa782100957
Publikováno v:
Structures. 37:536-550
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8b6b721a20f31849a16a7eeb3c7bc3c
https://doi.org/10.1016/j.istruc.2022.01.029
https://doi.org/10.1016/j.istruc.2022.01.029
Publikováno v:
Structures. 36:549-564
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c7008aa24a2ff5260ec4e9e64c5463a
https://doi.org/10.1016/j.istruc.2021.12.031
https://doi.org/10.1016/j.istruc.2021.12.031
Publikováno v:
Construction and Building Materials. 209:77-94
Six large-scale high-strength concrete beams reinforced with basalt fiber reinforced polymer (BFRP) bars and stirrups and three corresponding beams without stirrups were constructed and tested for shear failure under four-point bending. The main para
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ee4726d604f86c4d9cb990b8cafc6ae
https://doi.org/10.1016/j.conbuildmat.2019.03.076
https://doi.org/10.1016/j.conbuildmat.2019.03.076
Publikováno v:
KSCE Journal of Civil Engineering. 23:1636-1650
This study investigates the size effect in shear failure of high strength concrete beams without stirrup reinforced with basalt Fiber Reinforced Polymer (FRP) bars. The experimental works include constructing and testing twelve large-scale simply sup
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::acfe4a2a6dcaf87ce431d303266b60e3
https://doi.org/10.1007/s12205-019-0121-3
https://doi.org/10.1007/s12205-019-0121-3
Publikováno v:
ZANCO Journal of Pure and Applied Sciences. 28
In flat slabs, a brittle failure mode can rise due to poor transfer capacity of shearing force and unsymmetrical moment. Existing of the opening around the vicinity of column increase the possibility of punching failure, in this case numerical analys
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bdf8c93b3eaad269ef9c48e587d4f59
https://doi.org/10.21271/zjpas.28.6.8
https://doi.org/10.21271/zjpas.28.6.8
Publikováno v:
Journal of Zankoy Sulaimani - Part A. 15:1-20
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::85b009b65c409ec721344b64e0f808b3
https://doi.org/10.17656/jzs.10241
https://doi.org/10.17656/jzs.10241