Paper Title:
Experimental Study on Bond-Slip between Steel Bar and Recycled Aggregate Concrete
  Abstract

By a static and repeated pull-out experiment between steel bar and recycled aggregate concrete, and bond-slip curves between recycled concrete with different recycled coarse aggregate(RCA) replacement percentages were recorded. Based on the analysis of the experimental results, replacement percentages of recycled concrete, cover thickness, anchorage length, concrete strength and loading method was investigated. At last, the bond-slip constitutive relation was also discussed.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
1651-1656
DOI
10.4028/www.scientific.net/AMR.250-253.1651
Citation
Q. F. Huang, D. F. Wang, "Experimental Study on Bond-Slip between Steel Bar and Recycled Aggregate Concrete", Advanced Materials Research, Vols. 250-253, pp. 1651-1656, 2011
Online since
May 2011
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Price
$32.00
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