Comparison of mixed mode I/III fracture toughness data obtained from the ENDB specimens manufactured by gyratory cylinders with two diameters of 100 and 150 mm

dc.contributor.authorAalinejadian, Hossein
dc.contributor.authorAliha, M. R. M.
dc.contributor.authorAmeri, Mahmoud
dc.contributor.authorKarimi, Hamid Reza
dc.contributor.authorHaghighatpour, Pegah Jafari
dc.contributor.authorChoupani, Naghdali
dc.date.accessioned2025-10-29T11:17:02Z
dc.date.issued2023
dc.departmentFakülteler, Mühendislik Fakültesi, Makine Mühendisliği Bölümü
dc.description.abstractDifferent specimens have been developed to characterise the fracture parameters. Recently, a disc shape specimen entitled 'edge notched disc bend' (ENDB) sample was introduced; it is used for conducting pure mode I, III, and related fracture mode mixities. In this paper, to extend the application of ENDB specimen, a large number of mode I, III, and I/III fracture toughness experiments were conducted on HMA at three different low-temperatures (-5, -15, and -25 degrees C) and by applying two rates of loading (1 and 5 mm/min). The effect of ENDB radius (i.e. 50 and 75 mm) for a constant thickness of 30 mm was investigated experimentally. Based on the data, both ENDB diameters result in nearly the same mixed I/III fracture toughness values,. The difference between the fracture toughness of both ENDB sizes was less than 8%. Hence smaller size of ENDB sample with a diameter of 100 mm can be employed successfully instead of 150 mm (that is commonly used in many asphalt fracture toughness studies). The results also indicated that the fracture toughness values in the full ranges of mode I/III case increase as the test temperature decreases (about -7% and -15% by increase from -25 to -15 degrees C and -5 degrees C).
dc.identifier.doi10.1080/10298436.2023.2281996
dc.identifier.issn1029-8436
dc.identifier.issn1477-268X
dc.identifier.issue2
dc.identifier.orcid0000-0001-7872-6408
dc.identifier.orcid0000-0002-1206-9932
dc.identifier.scopus2-s2.0-85178228089
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1080/10298436.2023.2281996
dc.identifier.urihttps://hdl.handle.net/20.500.14854/7868
dc.identifier.volume24
dc.identifier.wosWOS:001114139300001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTaylor & Francis Ltd
dc.relation.ispartofInternational Journal of Pavement Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20251020
dc.subjectFracture toughness
dc.subjectENDB specimen
dc.subjectfull range I/III mixed mode
dc.subjectENDB diameter effect
dc.subjectinfluence of loading rate and temperature
dc.titleComparison of mixed mode I/III fracture toughness data obtained from the ENDB specimens manufactured by gyratory cylinders with two diameters of 100 and 150 mm
dc.typeArticle

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