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Ghanim Kashwani

Researcher at New York University Abu Dhabi

Publications -  23
Citations -  162

Ghanim Kashwani is an academic researcher from New York University Abu Dhabi. The author has contributed to research in topics: Sustainability & Carbonation. The author has an hindex of 5, co-authored 22 publications receiving 79 citations. Previous affiliations of Ghanim Kashwani include Abu Dhabi National Oil Company & American University of Sharjah.

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3D Printing of Fiber-Reinforced Plastic Composites Using Fused Deposition Modeling: A Status Review

TL;DR: In this article, the limitations in the development of fiber-reinforced polymers and challenges associated with their mechanical properties are highlighted, and the future prospects of carbon fiber and polymeric matrixes are also mentioned.
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Performance of Structures Exposed to Extreme High Temperature—An Overview

TL;DR: In this paper, the properties of the common construction materials such as concrete, steel and composite structures under high temperature events are discussed and the performance of advanced materials, such as Fiber Reinforced Polymer (FRP) and Concrete Filled Tubular (CFT) when exposed to high temperature was discussed.
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Carbonation, strength development, and characterization of calcined limestone as a potential construction material

TL;DR: In this article, a study of calcined limestone was performed concerning its carbonation and strength development, and the results indicated that the raw limestone as a partial replacement of the calcine limestone significantly improved the carbonation degree and mechanical properties.
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Evaluation of FRP Bars Performance under High Temperature

TL;DR: In this article, two different groups of glass fiber reinforced polymer (GFRP) specimens were tested to determine the effect of high temperature on the tensile strength of GFRP.
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Recycling carbonated reactive magnesium cement (RMC) as a building material

TL;DR: In this article, a carbonated reactive magnesium cement (RMC)-based paste was ground and used as a replacement for fresh RMC at 20 and 40 ¼ kg, respectively, to simulate the condition of construction waste recovery.