Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/115644
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorMainland Development Officeen_US
dc.creatorTan, Zen_US
dc.creatorGuo, Yen_US
dc.creatorHu, Gen_US
dc.creatorChen, Ren_US
dc.creatorWang, Yen_US
dc.creatorYin, Ben_US
dc.creatorLeng, Zen_US
dc.date.accessioned2025-10-10T03:54:45Z-
dc.date.available2025-10-10T03:54:45Z-
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/115644-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.subjectAsphalt mortaren_US
dc.subjectDamage characteristicsen_US
dc.subjectGlass fibersen_US
dc.subjectViscoelasticityen_US
dc.subjectWaste turbine bladesen_US
dc.titleUpcycling waste wind turbine blades into fiber-reinforced asphalt mortar : a chemical recycling approach and performance assessmenten_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume489en_US
dc.identifier.doi10.1016/j.conbuildmat.2025.142352en_US
dcterms.abstractWind turbine blades (WTBs), primarily composed of thermoset glass fiber-reinforced polymer (GFRP), present significant recycling challenges and environmental concerns. This study aims to develop an efficient recycling process for glass fibers from WTBs and evaluate their reinforcement effects on asphalt materials at the asphalt mortar scale. A chemical recycling method utilizing solvent treatment is proposed, which successfully extracts high-quality glass fibers. These recycled fibers are then incorporated into asphalt mortar, and mechanical tests are conducted to assess their viscoelastic and damage properties using viscoelastic and viscoelastic continuum damage (VECD) theories. The results indicate that the recycled glass fibers increase the dynamic modulus and reduce the phase angle of asphalt mortar, particularly at lower frequencies. Additionally, a higher fiber content improves the relaxation spectrum and relaxation modulus in time domain. The glass fibers also improve anti-fracture properties, reflected in higher initial stiffness and peak stress. A moderate fiber content enhances deformation capacity and fatigue life, whereas excessive glass fiber content reduces both due to weakened adhesion between the fibers and asphalt matrix. Computational modeling on microstructural models reveals that glass fibers serve as bridging elements within the asphalt mortar, bearing significantly higher stress than the aggregate and matrix, particularly under low-frequency loads, emphasizing the importance of strong fiber-matrix bonding. Overall, this study offers valuable insight into the reuse of WTBs in pavement engineering and highlights the need for future research to improve bonding between recycled glass fibers and asphalt binders.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationConstruction and building materials, 29 Aug. 2025, v. 489, 142352en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2025-08-29-
dc.identifier.scopus2-s2.0-105008796446-
dc.identifier.eissn1879-0526en_US
dc.identifier.artn142352en_US
dc.description.validate202510 bcchen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000220/2025-07-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors sincerely acknowledge funding from the National Natural Science Foundation of China (Grant No.: 52408496 ), the Hong Kong Research Grant Council (Grant No.: 15220621 ) and Innovation and Technology Fund (Project Ref.: ITP/035/22LP ).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-08-29en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-08-29
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