Measuring Impact Resistance of High Strength Steel Fiber Reinforced Concrete

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dc.contributor.author Eren, Özgür
dc.contributor.author Marar, Khaled
dc.contributor.author Çelik, Tahir
dc.date.accessioned 2016-03-30T19:09:14Z
dc.date.available 2016-03-30T19:09:14Z
dc.date.issued 2000-09
dc.identifier.citation Eren, Ö., Marar, K. and Çelik T., “Measuring Impact Resistance of High Strength Fiber Reinforced Concrete”, 2nd International Symposium Cement and Concrete Technology in the 2000s, vol 2, pp. 562-571, Istanbul, Türkiye, 6-10 September, 2000. en_US
dc.identifier.uri http://hdl.handle.net/11129/2380
dc.description.abstract Impact resistance is a requirement for many applications in civil engineering such as pavements, industrial floors, overlays, and slabs on grade. Although there are many test methods to measure the impact resistance of fiber reinforced concrete (FRC) most of them are complicated, time consuming, expensive and not applicable for high strength fiber reinforced concrete (HSFRC). A practical test method has been developed for HSFRC to measure its impact resistance. The equipment developed is also used for testing aggregate impact values by simply changing the base plate of the machine. In this study the influence of silica fume on the properties of HSFRC was investigated by using silica fume at two different percentages and three different hooked-end fibers namely, 30/.50, 60/.80 and 50/.60 length/diameter (mm/mm). Fibers were added to concrete in three different volume percentages of 0.5, 1.0 and 2.0 % by volume of concrete. en_US
dc.language.iso eng en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Fiber Reinforced Concrete (FRC) en_US
dc.subject High Strength en_US
dc.subject Impact Resistance en_US
dc.title Measuring Impact Resistance of High Strength Steel Fiber Reinforced Concrete en_US
dc.type conferenceObject en_US
dc.relation.journal 2nd International Symposium Cement and Concrete Technology en_US
dc.contributor.department Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering en_US
dc.identifier.volume 2 en_US
dc.identifier.startpage 562 en_US
dc.identifier.endpage 571 en_US


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