Publication:
Effect of size on biaxial flexural strength for cement-based materials by using a triangular plate method

Simple item page
dc.contributor.buuauthorTürker, Hakan T.
dc.contributor.buuauthorTÜRKER, HAKAN TACATTİN
dc.contributor.researcheridA-4984-2018
dc.date.accessioned2024-10-30T11:39:16Z
dc.date.available2024-10-30T11:39:16Z
dc.date.issued2022-11-03
dc.description.abstractThe effect of size on the biaxial flexural strength (BFS) of Portland cement mortar was investigated by using the recently proposed triangular plate method (TPM). An experimental program was conceived to study the size effect by keeping a constant water-cement ratio of 0.485, cement-sand ratio of 1:2.75, and using unreinforced triangular mortar plates of five different thicknesses and seven different side lengths. The BFS of the produced specimens was tested, and variations of BFS depending on specimen thickness and side length were determined. The results indicated that increases in triangular plate specimen side length and specimen thickness led to a decrease in the BFS of Portland cement mortar. The effect of specimen length increase on BFS was more significant than on the effect of the specimen thickness. The variations in specimens' thickness indicated a deterministic Type I size effect, while the variations in specimens' length showed an energetic-statistical Type I size effect.
dc.identifier.doi10.1007/s11709-022-0871-8
dc.identifier.endpage1028
dc.identifier.issn2095-2430
dc.identifier.issue8
dc.identifier.startpage1017
dc.identifier.urihttps://doi.org/10.1007/s11709-022-0871-8
dc.identifier.urihttps://hdl.handle.net/11452/47188
dc.identifier.volume16
dc.identifier.wos000878449000001
dc.indexed.wosWOS.SCI
dc.language.isoen
dc.publisherHigher Education Press
dc.relation.journalFrontiers Of Structural And Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectTensile test method
dc.subjectConcrete
dc.subjectBehavior
dc.subjectFracture
dc.subjectRock
dc.subjectTesting
dc.subjectApparatus & methods
dc.subjectPlain concrete
dc.subjectTensile properties
dc.subjectBiaxial flexural strength
dc.subjectTriangular plate method
dc.subjectScience & technology
dc.subjectTechnology
dc.subjectEngineering, civil
dc.subjectEngineering
dc.titleEffect of size on biaxial flexural strength for cement-based materials by using a triangular plate method
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublicationcc4971bd-611f-4d3e-a1a9-3d5e8b4d798a
relation.isAuthorOfPublication.latestForDiscoverycc4971bd-611f-4d3e-a1a9-3d5e8b4d798a

Files

Collections

Yeni Yayınlar