Assessment of the Effects of Induction Heating Induced-Healing on the Fracture Properties of Very Thin Asphalt Concrete

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dc.authoridValentin, Jan/0000-0001-9155-1921
dc.contributor.authorEren, Ezgi
dc.contributor.authorValentin, Jan
dc.contributor.authorAhmedzade, Perviz
dc.date.accessioned2025-01-06T17:43:18Z
dc.date.available2025-01-06T17:43:18Z
dc.date.issued2024
dc.description10th International Conference on Maintenance and Rehabilitation of Pavements (MAIREPAV) -- JUL 24-26, 2024 -- Univ Minho, Guimaraes, PORTUGAL
dc.description.abstractSelf-healing by induction heating stands as a promising and sustainable technology for asphalt pavement maintenance applications. This study involves performing a series of test cycles, encompassing first SCB fracture testing on a waste steel fiber (WSF)-reinforced for an asphalt concrete for thin surface layers (BBTM) and asphalt concrete for binder layer (ACL), induction heating for healing, and subsequent second SCB fracture testing. The research aims to analyze how crack healing ability changes with a semi-circular bending (SCB) test before and after healing, considering the combination of BBTM and ACL with different WSF content. Based on the SCB test fractural parameters, the healing indexes (HI) are obtained through peak load (Fmax) and critical stress intensity factor (K-IC). Additionally, the fracture parameter results obtained based on the amount of WSF in the BBTMs and ACLs are consistent with the results of the indirect tension to cylindrical specimen (IT-CY) test. Consequently, it was emphasized that asphalt mixtures containing WSF have the potential to heal cracks through induction heating, and the healing ability can be improved depending on theWSF content of the wearing and binder layer. In addition, it was shown that ACL and BBTM samples with higher stiffness values are much more difficult to heal in terms of Fmax and K-IC.
dc.description.sponsorship[SGS23/042/OHK1/1T/11]
dc.description.sponsorshipThis paper was supported by the project No. SGS23/042/OHK1/1T/11.
dc.identifier.doi10.1007/978-3-031-63588-5_11
dc.identifier.endpage115
dc.identifier.isbn978-3-031-63590-8
dc.identifier.isbn978-3-031-63588-5
dc.identifier.isbn978-3-031-63587-8
dc.identifier.issn2366-2557
dc.identifier.issn2366-2565
dc.identifier.scopus2-s2.0-85200474979
dc.identifier.scopusqualityQ4
dc.identifier.startpage106
dc.identifier.urihttps://doi.org/10.1007/978-3-031-63588-5_11
dc.identifier.urihttps://hdl.handle.net/20.500.14669/2607
dc.identifier.volume522
dc.identifier.wosWOS:001310073500011
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer International Publishing Ag
dc.relation.ispartofProceedings of The 10th International Conference on Maintenance and Rehabilitation of Pavements, Mairepav-10, Vol 1
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241211
dc.subjectInduction Heating
dc.subjectSelf-healing
dc.subjectCrack-healing
dc.subjectSCB Test
dc.subjectAsphalt Concrete Very Thin Layer
dc.titleAssessment of the Effects of Induction Heating Induced-Healing on the Fracture Properties of Very Thin Asphalt Concrete
dc.typeConference Object

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