TY - GEN
T1 - Recycling Waste Wind Turbine Blades for Making Low Carbon Concrete
AU - Wu, Chao
AU - Liu, Shaoqing
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Switzerland AG 2026.
PY - 2026
Y1 - 2026
N2 - The rapid growth of wind power has led to an increasing production of wind turbine blades, which have a service life of 20–25 years. The main component of these blades is glass fiber reinforced polymer (GFRP), and repurposing GFRP in construction materials offers the most feasible large-scale recycling solution. However, the organic components in GFRP powder do not participate in pozzolanic reactions, making the powder harder to grind and resulting in larger particle sizes, which reduces its reactivity as a supplementary cementitious material. To address this, 550 ℃ activation effectively removes the inorganic components (550 GP), but the large particle size still limits its reactivity, remaining lower than fly ash. This study investigates the effect of mechanical grinding on enhancing the reactivity of 550 GP powder in mortar and concrete samples. The results show that mechanical grinding increases the reactivity of 550GP powder, and the reactivity improves with longer activation times. When mechanically activated for 15 min (550 GM3) or longer (550 GM4 and 550 GM5), the particle size becomes comparable to or smaller than that of fly ash, and its reactivity approaches or even exceeds that of fly ash. In C30, C40, and C50 concrete, replacing cement with mechanically activated 550 GM3 improves compressive strength at 3, 7, and 28 days compared to concrete with fly ash. These findings highlight that mechanically activated 550GP powder has the potential to be used as a supplementary cementitious material, providing a viable recycling pathway for waste wind turbine blades.
AB - The rapid growth of wind power has led to an increasing production of wind turbine blades, which have a service life of 20–25 years. The main component of these blades is glass fiber reinforced polymer (GFRP), and repurposing GFRP in construction materials offers the most feasible large-scale recycling solution. However, the organic components in GFRP powder do not participate in pozzolanic reactions, making the powder harder to grind and resulting in larger particle sizes, which reduces its reactivity as a supplementary cementitious material. To address this, 550 ℃ activation effectively removes the inorganic components (550 GP), but the large particle size still limits its reactivity, remaining lower than fly ash. This study investigates the effect of mechanical grinding on enhancing the reactivity of 550 GP powder in mortar and concrete samples. The results show that mechanical grinding increases the reactivity of 550GP powder, and the reactivity improves with longer activation times. When mechanically activated for 15 min (550 GM3) or longer (550 GM4 and 550 GM5), the particle size becomes comparable to or smaller than that of fly ash, and its reactivity approaches or even exceeds that of fly ash. In C30, C40, and C50 concrete, replacing cement with mechanically activated 550 GM3 improves compressive strength at 3, 7, and 28 days compared to concrete with fly ash. These findings highlight that mechanically activated 550GP powder has the potential to be used as a supplementary cementitious material, providing a viable recycling pathway for waste wind turbine blades.
KW - Waste wind turbine blades
KW - grinding
KW - recycling
KW - supplementary cementitious material
UR - https://www.scopus.com/pages/publications/105031623814
U2 - 10.1007/978-3-032-09387-5_144
DO - 10.1007/978-3-032-09387-5_144
M3 - 会议稿件
AN - SCOPUS:105031623814
SN - 9783032093868
T3 - Lecture Notes in Civil Engineering
SP - 1488
EP - 1495
BT - 12th International Conference on FRP Composites in Civil Engineering, CICE 2025 - Volume 2
A2 - Sena-Cruz, José
A2 - Barros, Joaquim A. O.
A2 - Correia, Luís
A2 - Custódio, João
A2 - Louro, Ana Sofia
PB - Springer Science and Business Media Deutschland GmbH
T2 - 12th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2025
Y2 - 14 July 2025 through 16 July 2025
ER -