Bond interaction between flat stainless steel rebars and traditional and self compacting concrete
- Author
- Dorleta Ertzibengoa Gaztelumendi (UGent) , Stijn Matthys (UGent) and Luc Taerwe (UGent)
- Organization
- Abstract
- Lately, stainless steel (SS) reinforcement has been considered for structures exposed to aggressive environments. However, limited literature is available regarding bond behavior and applicability of existing standards to SS reinforcement. Furthermore, in order to optimize the contact area between concrete and steel and for an optimization of the reinforcement for shallow slabs, interest on the application of flat rebars has emerged. The bond behaviour of flat inox rebars has been evaluated by means of 72 pull out tests performed to centrally reinforced concrete specimens. Within the test program diverse parameters have been analyzed, including steel and concrete type, steel surface roughness, and reinforcement geometry. Results show that, reinforcement material plays a major role when smooth samples are tested. However, for ribbed elements, other parameters as reinforcement shape or rib pattern are more deterministic. An adaptation of the CEB-FIP 1990 bond model is proposed for flat reinforcements tested in this work.
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Citation
Please use this url to cite or link to this publication: http://hdl.handle.net/1854/LU-3087745
- MLA
- Ertzibengoa Gaztelumendi, Dorleta, et al. “Bond Interaction between Flat Stainless Steel Rebars and Traditional and Self Compacting Concrete.” Bond in Concrete 2012 : Bond, Anchorage, Detailing : Detailing 4th International Symposium, Proceedings, edited by John W. Cairns et al., vol. 2, Publisher Creatins, 2012, pp. 885–92.
- APA
- Ertzibengoa Gaztelumendi, D., Matthys, S., & Taerwe, L. (2012). Bond interaction between flat stainless steel rebars and traditional and self compacting concrete. In J. W. Cairns, G. Metalli, & G. A. Plizzari (Eds.), Bond in Concrete 2012 : Bond, Anchorage, Detailing : Detailing 4th International Symposium, Proceedings (Vol. 2, pp. 885–892). Brescia, Italy: Publisher Creatins.
- Chicago author-date
- Ertzibengoa Gaztelumendi, Dorleta, Stijn Matthys, and Luc Taerwe. 2012. “Bond Interaction between Flat Stainless Steel Rebars and Traditional and Self Compacting Concrete.” In Bond in Concrete 2012 : Bond, Anchorage, Detailing : Detailing 4th International Symposium, Proceedings, edited by John W. Cairns, Giovanni Metalli, and Giovanni A. Plizzari, 2:885–92. Brescia, Italy: Publisher Creatins.
- Chicago author-date (all authors)
- Ertzibengoa Gaztelumendi, Dorleta, Stijn Matthys, and Luc Taerwe. 2012. “Bond Interaction between Flat Stainless Steel Rebars and Traditional and Self Compacting Concrete.” In Bond in Concrete 2012 : Bond, Anchorage, Detailing : Detailing 4th International Symposium, Proceedings, ed by. John W. Cairns, Giovanni Metalli, and Giovanni A. Plizzari, 2:885–892. Brescia, Italy: Publisher Creatins.
- Vancouver
- 1.Ertzibengoa Gaztelumendi D, Matthys S, Taerwe L. Bond interaction between flat stainless steel rebars and traditional and self compacting concrete. In: Cairns JW, Metalli G, Plizzari GA, editors. Bond in Concrete 2012 : Bond, Anchorage, Detailing : Detailing 4th International Symposium, Proceedings. Brescia, Italy: Publisher Creatins; 2012. p. 885–92.
- IEEE
- [1]D. Ertzibengoa Gaztelumendi, S. Matthys, and L. Taerwe, “Bond interaction between flat stainless steel rebars and traditional and self compacting concrete,” in Bond in Concrete 2012 : Bond, Anchorage, Detailing : Detailing 4th International Symposium, Proceedings, Brescia, Italy, 2012, vol. 2, pp. 885–892.
@inproceedings{3087745,
abstract = {{Lately, stainless steel (SS) reinforcement has been considered for structures exposed to aggressive environments. However, limited literature is available regarding bond behavior and applicability of existing standards to SS reinforcement. Furthermore, in order to optimize the contact area between concrete and steel and for an optimization of the reinforcement for shallow slabs, interest on the application of flat rebars has emerged. The bond behaviour of flat inox rebars has been evaluated by means of 72 pull out tests performed to centrally reinforced concrete specimens. Within the test program diverse parameters have been analyzed, including steel and concrete type, steel surface roughness, and reinforcement geometry. Results show that, reinforcement material plays a major role when smooth samples are tested. However, for ribbed elements, other parameters as reinforcement shape or rib pattern are more deterministic. An adaptation of the CEB-FIP 1990 bond model is proposed for flat reinforcements tested in this work.}},
author = {{Ertzibengoa Gaztelumendi, Dorleta and Matthys, Stijn and Taerwe, Luc}},
booktitle = {{Bond in Concrete 2012 : Bond, Anchorage, Detailing : Detailing 4th International Symposium, Proceedings}},
editor = {{Cairns, John W. and Metalli, Giovanni and Plizzari, Giovanni A.}},
isbn = {{9788890707834}},
language = {{eng}},
location = {{Brescia, Italy}},
pages = {{885--892}},
publisher = {{Publisher Creatins}},
title = {{Bond interaction between flat stainless steel rebars and traditional and self compacting concrete}},
volume = {{2}},
year = {{2012}},
}