Initial Approach to a Self-Compacting Concrete with Waste from Crushed Wind Turbine Blade

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Wind energy has been making its way into renewable energies until today, experiencing a continuous growth worlwide that leads to the urgent task of reflecting on and solving the issue of the recycling of the wind turbine blades. Their complex composition causes that currently there is no a widely acepted solution for it. This study evaluates the incorporation of waste from the crushing of wind turbine blades, which contains fibers, into self-compacting concrete, which can be used for producing any construction element. Therefore, five concrete mixes were made with different percentages of this waste, including a reference mix without this waste. The addition of waste increased the content of fibers in the concrete, which in turn implied an increase in the water/cement ratio. This situation led to a worsening of the mechanical performance of concrete as the waste amount increased, although it was partially compensated by the stitching effect of the fibers. The concrete mix with 1.5% in volume of this waste exhibited flexural and compressive strengths very similar to those of the reference concrete. This shows that incorporating the waste from the crushing of wind turbine blades can allow to produce structural self-compacting concrete.

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37-43

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January 2025

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[1] Intergovernmental Panel on Climate Change (IPCC), Climate Change 2021 – The Physical Science Basis: Working Group I Contribution to the Sixth Assessment Report of the Intergovernmental Panel on Climate Change, Cambridge University Press, Cambridge, 2023. https://doi.org/.

DOI: 10.1017/9781009157896

Google Scholar

[2] World Wind Energy Association, WWEA, 2022. Statistics for the Global wind-energy sector., (n.d.).

Google Scholar

[3] J. Joustra, B. Flipsen, R. Balkenende, Structural reuse of wind turbine blades through segmentation, Composites Part C: Open Access 5 (2021). https://doi.org/10.1016/j.jcomc. 2021.100137.

DOI: 10.1016/j.jcomc.2021.100137

Google Scholar

[4] A. Yazdanbakhsh, L.C. Bank, K.-A. Rieder, Y. Tian, C. Chen, Concrete with discrete slender elements from mechanically recycled wind turbine blades, Resour Conserv Recycl 128 (2018) 11–21.

DOI: 10.1016/j.resconrec.2017.08.005

Google Scholar

[5] J. Joustra, B. Flipsen, R. Balkenende, Structural reuse of wind turbine blades through segmentation, Composites Part C: Open Access 5 (2021) 100137. https://doi.org/.

DOI: 10.1016/j.jcomc.2021.100137

Google Scholar

[6] C. Peeren, J. Jongert, J. de Krieger, F. Schiferli, J. Bergsma, Blade Made, (2012).

Google Scholar

[7] M. Rani, P. Choudhary, V. Krishnan, S. Zafar, A review on recycling and reuse methods for carbon fiber/glass fiber composites waste from wind turbine blades, Compos B Eng 215 (2021).

DOI: 10.1016/j.compositesb.2021.108768

Google Scholar

[8] J. Manso-Morato, N. Hurtado-Alonso, V. Revilla-Cuesta, M. Skaf, V. Ortega-López, J.M. Manso, Caracterización e idoneidad de la utilización de triturado de palas de aerogenerador en la producción de hormigón (Characterization and suitability for use of crushed wind-turbine blade in concrete production), in: II International Córdoba Eco-Concrete Conference, Universidad de Córdoba (UCOPress), Córdoba, 2023: p.16–20. eISBN: 978-84-9927-761-5.

DOI: 10.2139/ssrn.4408739

Google Scholar

[9] G.-T. Xu, M.-J. Liu, Y. Xiang, B. Fu, Valorization of macro fibers recycled from decommissioned turbine blades as discrete reinforcement in concrete, J Clean Prod 379 (2022).

DOI: 10.1016/j.jclepro.2022.134550

Google Scholar

[10] A.R.G. de Azevedo, J. Alexandre, G. de C. Xavier, L.G. Pedroti, Recycling paper industry effluent sludge for use in mortars: A sustainability perspective, J Clean Prod 192 (2018) 335–346. https://doi.org/.

DOI: 10.1016/j.jclepro.2018.05.011

Google Scholar

[11] EN-Euronorm, European Comittee for Standardization, Rue de Stassart, 36. Belgium-1050 Burssels, 2020.

Google Scholar

[12] S.A. Hadigheh, R.J. Gravina, S. Setunge, Influence of the Processing Techniques on the Bond Characteristics in Externally Bonded Joints: Experimental and Analytical Investigations, Journal of Composites for Construction 20 (2016) 04015081.

DOI: 10.1061/(ASCE)CC.1943-5614.0000646

Google Scholar

[13] S.A. Hadigheh, F. Ke, S. Kashi, 3D acid diffusion model for FRP-strengthened reinforced concrete structures: Long-term durability prediction, Constr Build Mater 261 (2020) 120548. https://doi.org/.

DOI: 10.1016/j.conbuildmat.2020.120548

Google Scholar

[14] G.-T. Xu, M.-J. Liu, Y. Xiang, B. Fu, Valorization of macro fibers recycled from decommissioned turbine blades as discrete reinforcement in concrete, J Clean Prod 379 (2022).

DOI: 10.1016/j.jclepro.2022.134550

Google Scholar

[15] Eurocode 2, Design of Concrete Structures. Part 1-1: General Rules and Rules for Buildings (EN 1992-1-1), CEN (European Comittee for Standardization), 2010.

Google Scholar