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Experimental Study on Bond-Slip between Steel Bar and Recycled Aggregate Concrete
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.
Experimental Study on Bond-Slip between Steel Bar and Recycled Aggregate Concrete
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.
Experimental Study on Bond-Slip between Steel Bar and Recycled Aggregate Concrete
Advanced Materials Research ; 250-253 ; 1651-1656
17.05.2011
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Experimental Study on Bond-Slip between Steel Bar and Recycled Aggregate Concrete
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