Aderência entre concreto auto–adensável de alta resistência e armadura - DOI: 10.4025/actascitechnol.v26i2.1512

The main purpose of this research is to study the bond performance between high strength self-compacting concrete (HSSCC) and reinforcing steel bar. It’s compared with the bond performance of high strength mechanical compacted concrete (HSMCC), reference, for age of seven days. It’s purposes to make a list of theses performances with compressive strength, traction strength and elasticity modulus. The bond performance between these concretes and deformed reinforcing steel bar are determined using beam test, in the condition of monotonic and short duration loading. The analysis and interpretation of the results permits to conclude that the HSSCC presents the same performance of the HSMCC