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Please use this identifier to cite or link to this item:
http://hdl.handle.net/11129/2333
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| Title: | An experimental study on the bond strength between reinforcement bars and concrete as a function of concrete cover, strength and corrosion level |
| Authors: | Yalçıner, Hakan
Eren, Özgür
Şensoy, Serhan
Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering |
| Keywords: | Corrosion
Pullout test
Bond strength
Bond-slip |
| Issue Date: | May-2012 |
| Publisher: | Elsevier |
| Citation: | Yalçıner H, Eren Ö, Şensoy S. An experimental study on the bond strength between reinforcement bars and concrete as a function of concrete cover, strength and corrosion level, Cement and Concrete Research, vol.42, issue 5, pp. 643-655, May 2012. |
| Abstract: | The effect of corrosion on the bond strength between reinforcement bars and concrete was studied in a series of experiments. An accelerated corrosion method was used to corrode the reinforcement bars embedded in concrete specimens. Pullout tests were performed to develop an empirical model for the ultimate bond strength by evaluating bond strengths in two different concrete mixes, three concrete cover depths and different mass losses of reinforcement bars after corrosion. Bond-slip relationships for the different corrosion levels were compared. It was found that the relationship between bond strength and concrete strength in uncorroded specimens differed from that of corroded specimens set in high-strength concrete because of brittleness in the corroded specimens, which caused a sudden loss of bond strength. The results revealed that specimens with higher concrete strength levels and corroded reinforcements showed a higher percentage of bond strength degradation due to concrete cracking during the pullout tests. |
| 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/j.cemconres.2012.01.003) 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/j.cemconres.2012.01.003
http://hdl.handle.net/11129/2333 |
| ISSN: | 0008-8846 |
| Appears in Collections: | CE – Journal Articles: Publisher & Author Versions (Post-Print Author Versions) – Civil Engineering
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