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

Simple item page
dc.contributor.authorMarar, Khaled
dc.contributor.authorEren, Özgür
dc.contributor.authorÇelik, Tahir
dc.date.accessioned2016-10-12T19:09:33Z
dc.date.available2016-10-12T19:09:33Z
dc.date.issued2001
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 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 (E ) by means of the generated stress-stress curves from the compressive tests and the impact energy (E ) by means of the modified impact machine for HSFRC at different l/d ratio of 60, 75, and 83en_US
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.issue4en_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/11129/3032
dc.identifier.volume47en_US
dc.identifier.wosWOS:000167033700020
dc.identifier.wosqualityQ3
dc.indekslendigikaynakScopus
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.publisherElsevier B.Ven_US
dc.relation.ispartofMaterials Letters
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectImpact energy, Compression toughness energyen_US
dc.subjectHigh-strength fiber-reinforced concrete, Stress–strain curve,en_US
dc.subjectstress-strain curve, compressive strength, impact energyen_US
dc.titleRelationship between impact energy and compression toughness energy of high-strength fiber-reinforced concreteen_US
dc.typeArticle

Files

License bundle

Now showing 1 - 1 of 1
Thumbnail Image
Name:
license.txt
Size:
1.77 KB
Format:
Item-specific license agreed upon to submission
Description:
Download

Collections

CE – Journal Articles: Publisher & Author Versions (Post-Print Author Versions) – Civil Engineering
Scopus İndeksli Yayınlar Koleksiyonu
WoS Indexed Publications Collection