Freeze/Thaw Cycling Effects on Concrete-Filled-FRP Tubes with Valorized FRP Materials from Decommissioned Wind Turbine Blades
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Publisher
Springer Nature Switzerland
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https://link.springer.com/content/pdf/10.1007/978-3-031-32511-3_116
Reference28 articles.
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2. Baturkin D, Hisseine OA, Masmoudi R, Tagnit-Hamou A, Metiche S, Massicotte L (2022) Compressive behavior of FRP-tube-confined concrete short columns using recycled FRP materials from wind turbine blades: Experimental investigation and analytical modelling. Clean Technol Recycling 2:136–164. https://doi.org/10.3934/CTR.2022008
3. Tuyan M, Mardani-Aghabaglou A, Ramyar K (2014) Freeze-thaw resistance, mechanical and transport properties of self-consolidating concrete incorporating coarse recycled concrete aggregate. Mater Des 53. https://doi.org/10.1016/j.matdes.2013.07.100
4. Shang H, Song Y, Ou J (2009) Behavior of air-entrained concrete after freeze-thaw cycles. Acta Mechanica Solida Sinica 22. https://doi.org/10.1016/S0894-9166(09)60273-1
5. Wu, J., Jing, X., Wang, Z.: Uni-axial compressive stress-strain relation of recycled coarse aggregate concrete after freezing and thawing cycles. Constr. Build. Mater. 134 (2017). https://doi.org/10.1016/j.conbuildmat.2016.12.142
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1. Improving the pozzolanic reactivity of recycled powders from retired wind turbine blades by removing the polymer phase through thermal treatment;Journal of Building Engineering;2024-11
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