Analysis of raw-crushed wind-turbine blade as an overall concrete addition: Stress–strain and deflection performance effects

• DOI: 10.1016/j.compstruct.2024.118170
• Publication Date: 2024-05-04T01:56:00Z
• Authors: Vanesa Ortega-López; Flora Faleschini; Nerea Hurtado-Alonso; Javier Manso-Morato; Víctor Revilla-Cu...
• Keywords: Load-deflection curve; Transverse deformation; 000; Raw-crushed wind-turbine blade; Concrete; Stress-strain curve; Transverse deformation; Load-deflection curve; Deformability under indirect-tensile stresses; Raw-crushed wind-turbine blade; 620; Ingeniería civil; Concrete-Testing; Stress-strain curve; Building materials; Civil engineering; Materiales de construcción; Hormigón-Ensayos; Deformability under indirect-tensile stresses; Concrete

End -of -life wind -turbine blades undergo non -selective crushing to produce Raw -Crushed Wind -Turbine Blade (RCWTB), which can be recycled as a raw material in concrete. RCWTB contains fibers from glass fiber -reinforced polymer that can add ductility and load -bearing capacity to concrete. Concrete mixes with percentage additions of between 0.0 % and 6.0 % RCWTB by volume are produced to analyze their compressive stress - strain performance, their deflection under bending forces, and their deformability under indirect -tensile stresses. Higher RCWTB contents increased deformability in the longitudinal direction under compression, the concrete material absorbing energy levels that were up to 111.4 % higher, even though additions of only 6.0 % RCWTB were sufficient to strengthen the load -bearing capacity. RCWTB fiber stitching effect was most noticeable in the transverse direction under compression, as it reduced elastic deformability and failure strain, removed the yield step caused by vertical -splitting cracking, and increased the fracture strain by up to 94.4 %. With regard to deflection, RCWTB fibers conditioned concrete compliance at advanced ages without any dependence on the modulus of elasticity, and percentage additions from 3.0 % provided load -bearing capacity. This advantage was also noted in indirect -tensile stresses for 6.0 % RCWTB. In summary, RCWTB successfully increased the ductility and load -bearing capacity of concrete per unit strength and carbon footprint.