Evaluation of the durability of structural concrete with low contents of Raw-Crushed Wind Turbine Blade

The raw crushing of wind turbine blades that have reached the end of their service life has led to the emergence of a waste material known as Raw-Crushed Wind Turbine Blade (RCWTB). Its heterogeneous composition primarily consists of fibres of glass fibre-reinforced polymer (GFRP), polymeric and balsa wood particles. This study explores the incorporation of RCWTB at low contents in concrete mixes, with a focus on its effects on durability. To this end, four concrete mixes were prepared with RCWTB contents of 0 %, 0.5 %, 1.25 %, and 2.5 %. After fresh-state and strength characterization, the mixes were evaluated for water absorption, chloride penetration resistance, carbonation resistance, thermal conductivity and shrinkage. In terms of slump and compressive strength, the incorporation of RCWTB resulted in moderate reductions in both properties. Nonetheless, all mixes reached 28-day strength values widely exceeding 30 MPa, meeting structural performance criteria. Water absorption, chloride penetration, and carbonation depth increased with RCWTB content due to the presence of porous particles within RCWTB, reaching a maximum at 1.25 % RCWTB, then stabilizing for 2.5 % RCWTB. Conversely, thermal conductivity decreased with RCWTB content due to the low-density particles of balsa wood, also stabilizing beyond 1.25 % RCWTB. All these properties followed a logarithmic evolution with the RCWTB content. Finally, the stiffness provided by GFRP fibres when incorporating 1.25 % and 2.5 % of RCWTB slightly reduced concrete shrinkage. These durability findings allow identifying potential fields of application of concrete containing low RCWTB amounts, such as façade cladding elements, interior beams and columns of buildings, or pavements. • Addition of RCWTB maintained structural integrity, with all mixes surpassing 30 MPa. • Durability properties showed logarithmic trend, stabilizing at 1.25 % RCWTB content. • GFRP fibres reduced early-age carbonation depth, even with higher RCWTB content. • RCWTB reduced thermal conductivity, making it suitable for insulation applications. • Shrinkage increased with RCWTB but was mitigated at higher contents by GFRP fibres.

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Publication Details

Journal
Construction and Building Materials
Published
2025-05-23
DOI
https://doi.org/10.1016/j.conbuildmat.2025.141900
Citations
4
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
3.81
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article

Evaluation of the durability of structural concrete with low contents of Raw-Crushed Wind Turbine Blade

Miguel Bravo, Marta Skaf, Víctor Revilla‐Cuesta, Jorge de Brito et al.
4 citations
Construction and Building Materials
Innovative concrete reinforcement materials
3.81
article

Evaluation of the durability of structural concrete with low contents of Raw-Crushed Wind Turbine Blade

Miguel Bravo, Marta Skaf, Víctor Revilla‐Cuesta, Jorge de Brito, Nerea Hurtado‐Alonso
article en
4 citations

Abstract

The raw crushing of wind turbine blades that have reached the end of their service life has led to the emergence of a waste material known as Raw-Crushed Wind Turbine Blade (RCWTB). Its heterogeneous composition primarily consists of fibres of glass fibre-reinforced polymer (GFRP), polymeric and balsa wood particles. This study explores the incorporation of RCWTB at low contents in concrete mixes, with a focus on its effects on durability. To this end, four concrete mixes were prepared with RCWTB contents of 0 %, 0.5 %, 1.25 %, and 2.5 %. After fresh-state and strength characterization, the mixes were evaluated for water absorption, chloride penetration resistance, carbonation resistance, thermal conductivity and shrinkage. In terms of slump and compressive strength, the incorporation of RCWTB resulted in moderate reductions in both properties. Nonetheless, all mixes reached 28-day strength values widely exceeding 30 MPa, meeting structural performance criteria. Water absorption, chloride penetration, and carbonation depth increased with RCWTB content due to the presence of porous particles within RCWTB, reaching a maximum at 1.25 % RCWTB, then stabilizing for 2.5 % RCWTB. Conversely, thermal conductivity decreased with RCWTB content due to the low-density particles of balsa wood, also stabilizing beyond 1.25 % RCWTB. All these properties followed a logarithmic evolution with the RCWTB content. Finally, the stiffness provided by GFRP fibres when incorporating 1.25 % and 2.5 % of RCWTB slightly reduced concrete shrinkage. These durability findings allow identifying potential fields of application of concrete containing low RCWTB amounts, such as façade cladding elements, interior beams and columns of buildings, or pavements. • Addition of RCWTB maintained structural integrity, with all mixes surpassing 30 MPa. • Durability properties showed logarithmic trend, stabilizing at 1.25 % RCWTB content. • GFRP fibres reduced early-age carbonation depth, even with higher RCWTB content. • RCWTB reduced thermal conductivity, making it suitable for insulation applications. • Shrinkage increased with RCWTB but was mitigated at higher contents by GFRP fibres.

Construction and Building MaterialsVol. 485
Universidade Politécnica de Lisboa (PT), Instituto de Ciência e Tecnologia de Polímeros (PT), Universidad de Burgos (ES)
Affordable and clean energy
Openalex Percentile: Top 7%
Innovative concrete reinforcement materials
3.81
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