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Please use this identifier to cite or link to this item:
http://hdl.handle.net/11129/2336
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| Title: | Relationship between impact energy and compression toughness energy of high-strength fiber-reinforced concrete |
| Authors: | Marar, Khaled
Eren, Özgür
Çelik, Tahir
Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering |
| Keywords: | High-strength fiber-reinforced concrete
Impact energy
Compression toughness energy
Compressive strength
Stress–strain curve |
| Issue Date: | Feb-2001 |
| Publisher: | Elsevier |
| Citation: | Marar, 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. |
| Abstract: | A 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. |
| Description: | Due 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. |
| URI: | http://dx.doi.org/10.1016/S0167-577X(00)00253-6
http://hdl.handle.net/11129/2336 |
| ISSN: | 0167-577X (print)
1873-4979 (online) |
| Appears in Collections: | CE – Journal Articles: Publisher & Author Versions (Post-Print Author Versions) – Civil Engineering
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