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Department of Civil Engineering >
CE – Journal Articles: Publisher & Author Versions (Post-Print Author Versions) – Civil Engineering >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/11129/2335
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| Title: | Relationship between flexural toughness energy and impact energy of high strength fiber reinforced concrete (HSFRC) |
| Authors: | Marar, Khaled
Eren, Özgür
Çelik, Tahir
Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering |
| Keywords: | impact energy
high strength fiber reinforced concrete |
| Issue Date: | Jun-2001 |
| Publisher: | Consejo Superior de Investigaciones Científicas |
| 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. |
| Description: | The file in this item is the publisher version (published version) of the article. |
| URI: | http://dx.doi.org/10.3989/mc.2001.v51.i262.367
http://hdl.handle.net/11129/2335 |
| ISSN: | 0465-2746 |
| Appears in Collections: | CE – Journal Articles: Publisher & Author Versions (Post-Print Author Versions) – Civil Engineering
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