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Alfred Gand

Researcher at Coventry University

Publications -  11
Citations -  133

Alfred Gand is an academic researcher from Coventry University. The author has contributed to research in topics: Fibre-reinforced plastic & Composite number. The author has an hindex of 4, co-authored 11 publications receiving 83 citations. Previous affiliations of Alfred Gand include University of Warwick.

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Civil and structural engineering applications, recent trends, research and developments on pultruded fiber reinforced polymer closed sections: a review

TL;DR: In this article, the authors present a review of fundamental research on the behavior of pultruded fiber reinforced polymer closed sections and highlight gaps in knowledge and areas of potential further research.
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Utilisation of waste cardboard and Nano silica fume in the production of fibre cement board reinforced by glass fibres

TL;DR: In this article, the effects of fiber content and size along with the effect of NSF on interaction, bonding and mechanical properties of Cement Composite Board (CCB) were investigated.
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Behaviour of strengthened timber beams using near surface mounted Basalt Fibre Reinforced Polymer (BFRP) rebars

TL;DR: In this article, an experiment was conducted to investigate the bond characteristics and performance of NSM basalt FRP reinforcement with solid timber structures, and the results showed that the average bond capacity of the NSM FRP reinforced members was 16% higher than the corresponding unreinforced beams.
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Performance of lightweight granulated glass concrete beams reinforced with basalt FRP bars

TL;DR: In this article, the authors investigated the flexural behavior of basalt FRP reinforced concrete beams through experimental and analytical methods, and the experimental results indicated that the capacity decreased for the beams reinforced with BFRP bars compared to that of a corresponding beam reinforced with steel bars.
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Shear characterisation of pultruded superstructural FRP-concrete push-outs

TL;DR: In this article, an investigation aimed at characterising the behavior of headed shear studs in push-out testing is presented, where two phases of experimental pushout tests were carried out on composite slabs comprising of normal density concrete (NWC), and PFRP connected using steel headed studs.