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   Chen, Zhilin (January 2020, Thinwalled structures)

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2. Fiber-reinforced polymer (FRP) in concrete: A comprehensive survey

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   Khodadadi, Nima; Roghani, Hossein; Harati, Ehsan; Mirdarsoltany, Mohammadamin; De_Caso, Francisco; Nanni, Antonio (June 2024, Construction and Building Materials)
3. Basalt FRP Reinforcement in Concrete Topping Slabs in a Commercial Building

   Ruiz Emparanza, A. (December 2021, Concrete international)
4. Design of Marine Dock Using Concrete Mixed with Seawater and FRP Bars

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   Benzecry, Vanessa; Rossini, Marco; Morales, Carlos; Nolan, Steven; Nanni, Antonio (February 2021, Journal of Composites for Construction)

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5. Analysis and Design of a Pedestrian Bridge with Decommissioned FRP Windblades and Concrete

   Suhail, R.; Chen, J-F.; Gentry, T.R.; Tasistro-Hart, B.; Xue, Y.; Bank, L.C. (June 2019, Fiber Reinforced Polymers in Reinforced Concrete Structures FRPRCS14)

   The rapid increase in the wind energy sector has brought forward a challenging problem of disposing off a huge quantity of non-biodegradable, thermosetting fibre reinforced polymer (FRP) composite materials used in wind turbine blades. Most of the existing solutions are either not sustainable or not economical. This study focuses on re-use options. In this paper a design option for re-using decommissioned wind turbine blades in pedestrian bridges is presented. To demonstrate the concept, an 8.5 m long pedestrian bridge is designed using parts taken from two A29 (modified version of Vestas V27) windblades. A preliminary code-based structural analysis is carried out to assess practicality of the proposed design and to check strength and serviceability requirements given in the prescribed codes. The results show that proposed design full-fills the strength criteria and serviceability requirements recommended in the Eurocodes. The maximum strength utilisation of the blade components is found about 61% and deflection is limited to span/303. 

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