K
Khattab Saleem Abdul-Razzaq
Researcher at University of Diyala
Publications - 37
Citations - 231
Khattab Saleem Abdul-Razzaq is an academic researcher from University of Diyala. The author has contributed to research in topics: Beam (structure) & Deflection (engineering). The author has an hindex of 7, co-authored 31 publications receiving 129 citations. Previous affiliations of Khattab Saleem Abdul-Razzaq include University College of Engineering.
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Suggesting alternatives for reinforced concrete deep beams by reinforcing struts and ties
TL;DR: In this article, the authors studied reinforcing struts and ties in deep beams based on the Strut-and-Tie Model (STM) of ACI 318M-14.
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Effect of heating on simply supported reinforced concrete deep beams
TL;DR: In this paper, the behavior of reinforced concrete deep beams, being exposed to high temperatures for one time or more, was investigated in the case of fire extinguish process with integrity of concrete, and the lowest percent reduction in loading strength recorded is that for specimens cast with non-drinkable water and exposed to cyclic temperatures.
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Strut and Tie Modeling for RC Deep Beams under non-Central Loadings
TL;DR: In this paper, the authors present detailed procedures and numerical examples for analyzing and designing reinforced concrete deep beams that subjected to non-central loadings based on Strut and Tie method (STM).
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Corbel strut and tie modeling – Experimental verification
TL;DR: In this article, the authors present the results of experimental tests conducted on three reinforced concrete corbels that had a height of 390mm and a width of 115mm, each test specimen was analyzed using both shear friction and strut-and-tie modeling (STM) to make a comparison between the experimental results.
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Design-Oriented Testing and Modeling of Reinforced Concrete Pile Caps
TL;DR: In this paper, a new perspective in the design of reinforced-concrete pile caps is proposed, where the conventional approach leading to a reinforcing mesh is replaced by modelling the cap as a strut-and-tie system, in agreement with the STM proposed by several design codes, ACI 318 included.