dc.contributor.author |
Emre SANCAK; Suleyman Demirel University |
|
dc.contributor.author |
Osman Simsek; Gazi University |
|
dc.date |
2013-06-07 05:09:29 |
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dc.date.accessioned |
2013-07-15T11:43:04Z |
|
dc.date.accessioned |
2015-11-23T16:05:05Z |
|
dc.date.available |
2013-07-15T11:43:04Z |
|
dc.date.available |
2015-11-23T16:05:05Z |
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dc.date.issued |
2013-07-15 |
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dc.identifier |
http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/305 |
|
dc.identifier.uri |
http://dspace.epoka.edu.al/handle/1/515 |
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dc.description.abstract |
In this study, the bond strength between concrete and steel reinforcement of structuralconcrete produced by lightweight pumice aggregate (SLWAC) is investigated by comparingwith the normal-weight aggregate (NWAC) without additives. To achieve these objectives, 7different types of concrete mixtures were produced. In producing of the SLWAC mixtures, amineral additive, Silica Fume (SF), was used to replace the Portland cement in the ratios of 0%, 5 % and 10 % by weight. The remaining three types of mixtures were obtained by addingSuper Plasticizers (SP) to the above mixtures in the ratio of 2 % by weight.In conclusion; the use of SF and SP together, increased the bonding between theconcrete and the steel reinforcement in SLWAC. The bond strength of deformed bars inSLWAC was lower compared to those of NWAC. Normalized bond strength of L-5-2 and L-10-2 coded specimens were found to be 1.01 and 1.10 times (with respectively) highercompared to normal weight concrete without additives (R). Other all SLWAC specimens wereless than R (ranges between 0.92 and 0.96 times). Besides, it was also observed that the slip atpeak load for pullout failure of ribbed bar did not vary too much for both NWAC andSLWAC specimens (ranges between 1.0 and 2.3 mm). |
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dc.format |
application/pdf |
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dc.language |
en |
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dc.publisher |
International Balkans Conference on Challenges of Civil Engineering |
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dc.rights |
Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference. |
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dc.source |
International Balkans Conference on Challenges of Civil Engineering; 1st International Balkans Conference on Challenges of Civil Engineering |
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dc.title |
The Bond Strength of Structural Lightweight Pumice Aggregate Concrete with/without Silica Fume |
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dc.type |
Peer-reviewed Paper |
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