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321 IBRACON Structures and Materials Journal • 2013 • vol. 6 • nº 2
D. L. ARAÚJO | A. R. DANIN | M. B. MELO | P. F. RODRIGUES
connection between bar and concrete can be guaranteed at the
interface region between both materials.
n The tensile stress distributions in the bar, obtained from the
computer modeling, showed that the bonding stress at the mo-
ment of bonding failure is in fact constant along the bonding
length. Furthermore, they indicated that the anchorage length
equal to 10φ was in fact higher than the basic anchorage length
for the concrete used in this research.
5. Acknowledgements
The authors wish to thank the company Furnas Centrais Elétricas
S.A. for the financing of this research and for making available its
laboratories for executing the tests. They also wish to thank the
companies Mc-Bauchemie and Arcelor Mittal for the donation of
material used in the research.
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