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IBRACON Structures and Materials Journal • 2013 • vol. 6 • nº 3
Numerical approach of the bond stress behavior of steel bars embedded in self-compacting concrete
and in ordinary concrete using beam models
Figure 12 – Principal stresses of the numerical beam models
Figure 13 – Stress variation for the beam models
1...,153,154,155,156,157,158,159,160,161,162 164,165,166,167