<b>Bond between high strength self-compacting concrete and reinforcement steel bar</b> - DOI: 10.4025/actascitechnol.v26i2.1512
DOI:
https://doi.org/10.4025/actascitechnol.v26i2.1512Keywords:
aderência, concreto - armadura, concreto autoadensável de alta resistência, concreto adensado mecanicamente de alta resistênciaAbstract
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 HSMCCDownloads
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Published
2008-03-28
How to Cite
Isa, M. M., Cea, A. A. de, & Renófio, A. (2008). <b>Bond between high strength self-compacting concrete and reinforcement steel bar</b> - DOI: 10.4025/actascitechnol.v26i2.1512. Acta Scientiarum. Technology, 26(2), 135–139. https://doi.org/10.4025/actascitechnol.v26i2.1512
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Section
Civil Engineering
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