R
Rajai Z. Al-Rousan
Researcher at Jordan University of Science and Technology
Publications - 105
Citations - 1332
Rajai Z. Al-Rousan is an academic researcher from Jordan University of Science and Technology. The author has contributed to research in topics: Flexural strength & Fibre-reinforced plastic. The author has an hindex of 15, co-authored 88 publications receiving 727 citations. Previous affiliations of Rajai Z. Al-Rousan include American University of Ras Al Khaimah & University of Illinois at Chicago.
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Fatigue performance of reinforced concrete beams strengthened with CFRP sheets
TL;DR: In this article, the static and accelerated fatigue testing performance of nine reinforced concrete beams externally strengthened with different number and configuration of CFRP sheets was evaluated for the stress ranges of 0.45 f y -0.90 f y.
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Experimental and Parametric Study of Circular Short Columns Confined with CFRP Composites
TL;DR: In this paper, an experimental and nonlinear finite-element analysis (NLFEA) results of circular short reinforced concrete (RC) columns confined externally with carbon fiber-reinforced polymers (CFRP) subjected to pure axial loading was presented.
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Bond-slip behavior between carbon fiber reinforced polymer sheets and heat-damaged concrete
TL;DR: In this paper, the effect of exposing lightweight and normal weight concrete (LWAC and NWAC) to elevated temperatures on their bond behavior with carbon fiber reinforced polymer (CFRP) sheets was investigated.
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Repair of shear-deficient and sulfate-damaged reinforced concrete beams using FRP composites
TL;DR: In this paper, the potential of using advanced composite materials in repairing shear deficient reinforced concrete prototype beams that are damaged by a sulfate cyclic treatment to a predetermined level is investigated.
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Performance of reinforced concrete slabs strengthened with different types and configurations of CFRP
TL;DR: In this paper, a total of eight reinforced concrete slabs with different layers and configurations of CFRP sheets were fabricated and tested and nonlinear finite element analysis (NLFEA) using ANSYS package was used to simulate the behavior of the test specimens.