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Valorization of macro fibers recycled from decommissioned turbine blades as discrete reinforcement in concrete

Journal of Cleaner Production, ISSN: 0959-6526, Vol: 379, Page: 134550
2022
  • 44
    Citations
  • 0
    Usage
  • 57
    Captures
  • 1
    Mentions
  • 0
    Social Media
Metric Options:   Counts1 Year3 Year

Metrics Details

  • Citations
    44
    • Citation Indexes
      44
  • Captures
    57
  • Mentions
    1
    • News Mentions
      1
      • News
        1

Most Recent News

Recent Research from University of Jinan Highlight Findings in Environment and Sustainability Research (Valorization of Macro Fibers Recycled From Decommissioned Turbine Blades As Discrete Reinforcement In Concrete)

2022 DEC 16 (NewsRx) -- By a News Reporter-Staff News Editor at Ecology Daily News -- Current study results on Environment - Environment and Sustainability

Article Description

The extensive use of glass fiber-reinforced polymer (GFRP) composites has inevitably resulted in a large amount of FRP waste, posing a significant environmental threat. A recent study performed by the authors’ group of the present study pioneered a new mechanical method of recycling GFRP wind turbine blades into macro fibers, in which the macro fibers characterized by a fixed-length have been produced using a manual process of low efficiency and high cost, making it impossible for use in a practical application. In the present study, a shredding machine has been therefore used to efficiently process waste GFRP wind turbine blades into macro fibers of hybrid lengths lesser than 100 mm for being incorporated into concrete. A series of tests were carried out to investigate the properties of the resulting concrete, and the test results of beam specimens were then analyzed using a twice inverse analysis approach. The results of compression tests and four-point bending tests showed that the incorporation of recycled macro fibers led to a slump loss of 54%, a compressive strength reduction of 14.07%, a flexural strength improvement of 37.85% and a significant flexural toughness enhancement of 36.8 times at a fiber volume ratio of 2.5%, as compared to those of plain concrete. The direct-tensile strength and the corresponding tensile strain obtained by a twice inverse analysis approach were about 2.26 MPa and 134 με, respectively, as predicted by the inverse analysis based on flexural load-deflection curves. The macro fibers processed using a shredding machine are feasible for enhancing the performance of the resulting concrete, and can be economic-efficiently used for industrial scale applications.

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