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Abstract
This paper analyzes the bond behavior of an innovative construction material, self-compacting concrete (SCC), in comparison to vibrated concrete (VC), using pull-out and beam tests according to the Rilem procedures. The main analyzed parameters were the concrete compressive strength, the steel bar diameter, the concrete type and the test adequacy to provide a value for bond strength. Also, a comparison between Code provisions and empirical equations was done. According to the results, SCC and VC specimens presented similar behavior. The equations results showed a satisfactory approach compared to the experimental ones, but as expected Code provisions were very conservative. Based on the obtained results, it could be concluded that the same parameters adopted for VC can be extended for SCC.[PUBLICATION ABSTRACT]