2026-06-10T20:47:18Zhttps://riubu.ubu.es/oai/request
oai:riubu.ubu.es:10259/118252026-06-10T00:05:33Zcom_10259_6171com_10259_5086com_10259_2604col_10259_6172
Repositorio Institucional de la Universidad de Burgos author Revilla Cuesta, Víctor author Manso Morato, Javier author Espinosa González, Ana Belén author Skaf Revenga, Marta 2026-06-09T10:54:38Z 2026-06-09T10:54:38Z 2026-05 0301-4797 https://hdl.handle.net/10259/11825 10.1016/j.jenvman.2026.130075 The recycling and valorization of decommissioned wind turbine blades represent a pressing environmental challenge. This study explores a recycling route in which the blades were not selectively crushed, thus yielding Wind Turbine Blade Waste (WTBW) composed of balsa wood, polymers, and fibers and microfibers from Glass Fiber-Reinforced Polymer (GFRP). This by-product was subsequently incorporated as a partial replacement (20% by volume) of natural aggregates in concrete. The fresh, mechanical, deformational, and sustainability performance of the resulting concrete was evaluated. 20% WTBW inclusion slightly reduced workability, though concrete maintained a slump class S2 thank empirical adjustment of water and plasticizer contents, in principle ensuring placement by conventional vibration. Mechanical properties were generally reduced due to the weak particles in WTBW. Nevertheless, flexural strength was preserved (5.59 MPa) owing to the three-dimensional reinforcement of the GFRP fibers. Such fiber network also enhanced post-failure performance, doubling the absorbed energy under bending and promoting more ductile failure modes characterized by reduced crack width and absence of surface spalling. Scanning electron microscopy confirmed a proper orientation and crack stitching of GFRP microfibers, which also contributed to this improvement. A cradle-to-gate life cycle assessment showed reductions of approximately 6% in both abiotic depletion potential for fossil fuels and global warming potential, both in total terms and per unit of strength or absorbed energy under bending. These results, statistically validated by an analysis of variance, indicate that concrete incorporating 20% WTBW could, in theory, be sustainably used in elements with reduced mechanical requirements and predominantly bending stresses. eng Attribution-NonCommercial-NoDerivatives 4.0 Internacional Concrete Wind turbine blade Glass fiber-reinforced polymer Mechanical property Energy absorption Life cycle assessment Technical feasibility of adding 20% wind turbine blade waste to concrete: Fresh, mechanical, deformational, and sustainability assessment info:eu-repo/semantics/article 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 URL https://riubu.ubu.es/bitstream/10259/11825/1/Revilla-JEM_2026.pdf File MD5 06427775a27efdae2f10e54fbbfc61b0 7517017 application/pdf Revilla-JEM_2026.pdf