Relationship between impact energy and compression toughness energy of high-strength fiber-reinforced concrete

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dc.contributor.authorMarar, Khaled
dc.contributor.authorEren, Özgür
dc.contributor.authorÇelik, Tahir
dc.date.accessioned2016-03-23T20:15:45Z
dc.date.available2016-03-23T20:15:45Z
dc.date.issued2001-02
dc.departmentEastern Mediterranean University, Faculty of Engineering, Department of Civil Engineeringen_US
dc.descriptionDue to copyright restrictions, the access to the publisher version (published version) of this article is only available via subscription. You may click URI (with DOI:10.1016/S0167-577X(00)00253-6) and have access to the Publisher Version of this article through the publisher web site or online databases, if your Library or institution has subscription to the related journal or publication.en_US
dc.description.abstractA simple, economical, and practical drop-weight impact testing machine was developed to determine the impact resistance for high-strength fiber-reinforced concrete (HSFRC) composite. Impact and compression tests were carried out on concrete cylinders reinforced with three different aspect ratios of hooked-end steel fibers l/d (length/diameter): 60, 75, and 83 (30/0.50, 60/0.80, and 50/0.60 mm/mm), and four different percentages of steel fibers 0.5%, 1.0%, 1.5% and 2.0% by volume of concrete. For each aspect ratio and volume of fibers, complete stress–strain curves of HSFRC were generated in order to determine the total energy absorbed for each cylindrical specimen in compression. The addition of steel fibres to concrete has improved impact resistance and also the compression toughness. The test results showed that a logarithmic relation exists between compression toughness energy (ECt) by means of the generated stress–stress curves from the compressive tests and the impact energy (EI) by means of the modified impact machine for HSFRC at different l/d ratio of 60, 75, and 83.en_US
dc.identifier.citationMarar, K., Eren, Ö. and Çelik, T., “Relationship between impact energy and compression toughness energy of high strength fiber reinforced concrete”, Journal of Materials Letters, February 2001, vol. 47, issue 4-5, pp. 297-304.
dc.identifier.doi10.1016/S0167-577X(00)00253-6
dc.identifier.endpage304en_US
dc.identifier.issn0167-577X (print)
dc.identifier.issn1873-4979 (online)
dc.identifier.issue4-5en_US
dc.identifier.scopus2-s2.0-0035252972
dc.identifier.scopusqualityQ2
dc.identifier.startpage297en_US
dc.identifier.urihttp://dx.doi.org/10.1016/S0167-577X(00)00253-6
dc.identifier.urihttps://hdl.handle.net/11129/2336
dc.identifier.volume47en_US
dc.identifier.wosWOS:000167033700020
dc.identifier.wosqualityQ3
dc.indekslendigikaynakScopus
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.publisherElsevieren_US
dc.relation.ispartofMaterials Letters
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectHigh-strength fiber-reinforced concreteen_US
dc.subjectImpact energyen_US
dc.subjectCompression toughness energyen_US
dc.subjectCompressive strengthen_US
dc.subjectStress–strain curveen_US
dc.titleRelationship between impact energy and compression toughness energy of high-strength fiber-reinforced concreteen_US
dc.typeArticle

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