R
Rami A. Hawileh
Researcher at American University of Sharjah
Publications - 152
Citations - 3915
Rami A. Hawileh is an academic researcher from American University of Sharjah. The author has contributed to research in topics: Fibre-reinforced plastic & Beam (structure). The author has an hindex of 31, co-authored 113 publications receiving 2313 citations. Previous affiliations of Rami A. Hawileh include University of Sharjah & Areva.
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Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems
TL;DR: In this paper, an experimental and an analytical investigation of the behavior of Reinforced Concrete (RC) beams strengthened in flexure by means of different combinations of externally bonded hybrid Glass and Carbon Fiber Reinforced Polymer (GFRP/CFRP) sheets is presented.
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Fiber-reinforced polymer composites in strengthening reinforced concrete structures: A critical review
TL;DR: In this paper, the authors present a review on historic and recent developments of fiber-reinforced polymer (FRP) composites in strengthening and rehabilitation of civil engineering applications, highlighting some of the classic and modern experimental, numerical and analytical studies associated with the integration of FRP into buildings, among other structures.
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Temperature effect on the mechanical properties of carbon, glass and carbon–glass FRP laminates
TL;DR: In this paper, the authors investigate the variation of mechanical properties in terms of the elastic modulus and tensile strength of composite carbon (C), composite glass (G) sheets and their hybrid combinations (CG) when exposed to different temperatures, ranging from 25°C to 300°C.
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Modeling of insulated CFRP-strengthened reinforced concrete T-beam exposed to fire
TL;DR: In this paper, a detailed finite element model of a reinforced concrete T-beam strengthened with carbon fiber reinforced polymers (CFRP) was developed to investigate the fire performance of such reinforced concrete members and their resistance to heat transfer and to various environmental exposure factors.
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Nonlinear finite element modeling of RC beams strengthened with NSM FRP rods
TL;DR: In this paper, a detailed 3D nonlinear finite element (FE) numerical model was developed to predict the load-carrying capacity and response of reinforced concrete (RC) beams strengthened with carbon fiber reinforced polymers (CFRP) rods subjected to four-point bending loading.