Mode I Fracture Toughness Determination of Granite Specimens Using Pseudo-Compact Tension Method

UDC.coleccionInvestigación
UDC.departamentoEnxeñaría Civil
UDC.endPage1290
UDC.grupoInvEnxeñaría da Auga e do Medio Ambiente (GEAMA)
UDC.issue10
UDC.journalTitleAmirkabir Journal of Civil Engineering
UDC.startPage1275
UDC.volume56
dc.contributor.authorSayadi, Shahrbanou
dc.contributor.authorBaghbanan, Alireza
dc.contributor.authorJavadi, Morteza
dc.contributor.authorDelgado Martín, Jordi
dc.contributor.authorHashemolhosseini, Hamid
dc.date.accessioned2026-05-28T17:58:37Z
dc.date.available2026-05-28T17:58:37Z
dc.date.issued2025
dc.description.abstract[Abstract]: Mode I fracture toughness (KIC) is one of the most important parameters in the fracture mechanics of brittle material. Several laboratory methods have been suggested to determine the mode I fracture toughness. However, many of these methods deal with the lengthy sample preparation procedure, premature failure of samples, and difficulties in obtaining the precise value of the fracture toughness property. In this paper, a recently proposed pseudo-compact tension method is used to evaluate mode I fracture toughness of a middle-grain granite benefiting the advantages of this method including; simplicity of the test, high level of test control, and high accuracy of the KIC value. For this purpose, granite samples in four different diameters and with six test repeats per diameter have been prepared and tested using the pseudo-compact tension method. For each sample, in addition to recording the load and displacement data, the acoustic events during the loading process were also recorded simultaneously by an acoustic emission equipment. First, the resulting fracture toughness value for each sample has been determined, then the size effect has been evaluated and analyzed. Finally, the results of the acoustic emission method, as the monitoring tool in the fracturing process of tested samples, have been analyzed. The qualitative evolution of acoustic emission parameters well illustrates the mechanical process occurring in the tested samples with well-matched coinciding with the mechanical transitions observed in samples during the loading process. Experimental results show that mode I fracture toughness is positively related to the specimen size and there is a noticeable size effect in KIC value up to a certain diameter.
dc.identifier.citationSh. Sayadi, A. R. Baghbanan, M. Javadi, J. Delgado-Martin, H. Hashemolhosseini, Mode I fracture toughness determination of granite specimens using pseudo-compact tension method, Amirkabir J. Civil Eng., 56(10) (2025) 1275-1290. DOI: 10.22060/ceej.2024.22419.7967
dc.identifier.doi10.22060/ceej.2024.22419.7967
dc.identifier.issn2588-2988
dc.identifier.issn2588-297X
dc.identifier.urihttps://hdl.handle.net/2183/48412
dc.language.isoeng
dc.publisherAmirkabir University of Technology
dc.relation.urihttps://doi.org/10.22060/ceej.2024.22419.7967
dc.rightsAttribution-NonCommercial 4.0 Internationalen
dc.rights.accessRightsopen access
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/
dc.subjectMode I Fracture Toughness
dc.subjectPseudo-Compact Tension Test
dc.subjectAcoustic Emission Method
dc.subjectBrittle Rock Fracturing Process
dc.subjectScale Effect
dc.titleMode I Fracture Toughness Determination of Granite Specimens Using Pseudo-Compact Tension Method
dc.typejournal article
dc.type.hasVersionVoR
dspace.entity.typePublication
relation.isAuthorOfPublication578e5a4a-07d3-44e4-aa25-b8d2afac1af6
relation.isAuthorOfPublication.latestForDiscovery578e5a4a-07d3-44e4-aa25-b8d2afac1af6

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