Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Nazar K. Oukaili,"'
Autor:
Nazar K. Oukaili,, Thaar Saud Salman
Publikováno v:
Journal of Engineering, Vol 20, Iss 1 (2023)
Test results of six half-scale reinforced concrete flat plates connections with an opening in the vicinity of the column are reported. The test specimens represent a portion of a slab bounded by the lines of contraflexure around the column. The tests
Externí odkaz:
https://doaj.org/article/4d604b8911b54f39ac3bf047930f0c89
Autor:
Nazar K. Oukaili, Hammad D. Merie
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00641- (2021)
This paper focuses on investigating the influence of creating an opening in the vicinity of a column area on the punching shear resistance of reinforced concrete bubbled slabs and the effectiveness of their strengthening with (CFRP) sheets. The exper
Externí odkaz:
https://doaj.org/article/7c228fdd66664ce481d1157d4ca87679
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:118-126
This work presents experimental research using draped prestressed steel strands to improve the load-carrying capacity of prestressed concrete non-prismatic beams with multiple openings of various designs. The short-term deflection of non-prismatic pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::002062fc1ac6da84c26ce4d060dfac49
https://doi.org/10.1515/jmbm-2022-0013
https://doi.org/10.1515/jmbm-2022-0013
Publikováno v:
8TH ENGINEERING AND 2ND INTERNATIONAL CONFERENCE FOR COLLEGE OF ENGINEERING – UNIVERSITY OF BAGHDAD: COEC8-2021 Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5a5093992502592b838b4efd9976b92
https://doi.org/10.1063/5.0107473
https://doi.org/10.1063/5.0107473
Autor:
Husain M. Husain, Nazar K. Oukaili
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 15, Iss 1, Pp 30-51 (2013)
In this work a program is developed to carry out the nonlinear analysis (material nonlinearity) of prestressed concrete beams using tendons of carbon fiber reinforced polymer (CFRP) instead of steel. The properties of this material include high stren
Externí odkaz:
https://doaj.org/article/53edc9600b5a448a9e984367e510775a
Publikováno v:
Tikrit Journal of Engineering Sciences. 15:30-51
In this work a program is developed to carry out the nonlinear analysis (material nonlinearity) of prestressed concrete beams using tendons of carbon fiber reinforced polymer (CFRP) instead of steel. The properties of this material include high stren
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32fd0f40ed377fbf0879aa6d678611a1
https://doi.org/10.25130/tjes.15.1.03
https://doi.org/10.25130/tjes.15.1.03
Autor:
Nazar K. Oukaili, Ahlam Ali Al-Asadi
Publikováno v:
Journal of Engineering, Vol 16, Iss 03 (2010)
Analytical model is used in this paper to predict the load carrying capacity of structural concrete members under flexural and normal force which can be concentric or eccentric. The analysis is based on requirement of equilibrium and compatibility of
Externí odkaz:
https://doaj.org/article/6088885fd1264a529a840b10a54f9e4b
Publikováno v:
Journal of Engineering, Vol 15, Iss 2 (2009)
This paper reports eight tests in which in-plane shear forces are applied across the joint between two different concretes forming a composite action. Shear can be transmitted across the joint either by interlocking of the aggregate particles protrud
Externí odkaz:
https://doaj.org/article/199e9bcce0ee47c7ba8057c44112a4ba
Publikováno v:
Journal of Engineering, Vol 13, Iss 04 (2007)
This study presents an experimental and theoretical investigation of torsion behavior of prestressed concrete rectangular beams without ordinary (or typical) reinforcement. Two concrete beams with concentric prestressing tendons (6-strands of 7 wires
Externí odkaz:
https://doaj.org/article/1898f9958d7349a7920a4611f41c595c