Relationship between flexural toughness energy and impact energy of high strength fiber reinforced concrete (HSFRC)

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dc.contributor.author	Marar, Khaled
dc.contributor.author	Eren, Özgür
dc.contributor.author	Çelik, Tahir
dc.date.accessioned	2016-03-23T20:09:31Z
dc.date.available	2016-03-23T20:09:31Z
dc.date.issued	2001-06
dc.identifier.issn	0465-2746
dc.identifier.uri	http://dx.doi.org/10.3989/mc.2001.v51.i262.367
dc.identifier.uri	http://hdl.handle.net/11129/2335
dc.description	The file in this item is the publisher version (published version) of the article.	en_US
dc.description.abstract	A simple, economical and practical impact resistance test method has been developed for high strength fiber reinforced concrete (HSFRC). The results indicated that there is a logarithmic relation between flexural toughness energy (EFT) and impact energy (El) for FRC In this study, three different aspect ratios of hooked-end fibers, namely, 30/0.50; 60/0.80 and 50/0.60 length/diameter (mm/mm) were used. Fibers were added to concrete in four different volume percentages of 0.5, 1.0, 1.5 and 2.0 %. From the results it can be said that fibers in high strength concrete improve impact resistance and flexural toughness of concrete. Also a good correlation between flexural toughness energy and impact energy has been established.	en_US
dc.language.iso	eng	en_US
dc.publisher	Consejo Superior de Investigaciones Científicas	en_US
dc.relation.isversionof	10.3989/mc.2001.v51.i262.367	en_US
dc.rights	info:eu-repo/semantics/openAccess	en_US
dc.subject	impact energy	en_US
dc.subject	high strength fiber reinforced concrete	en_US
dc.title	Relationship between flexural toughness energy and impact energy of high strength fiber reinforced concrete (HSFRC)	en_US
dc.type	article	en_US
dc.relation.journal	Materiales de Construcción	en_US
dc.contributor.department	Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering	en_US
dc.identifier.volume	51	en_US
dc.identifier.issue	262	en_US