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IBRACON Structures and Materials Journal • 2012 • vol. 5 • nº 3
Pontes de concreto armado: efeitos da corrosão e da variação do módulo de elasticidade do concreto
Figure 25 – Variation of minimum, medium and maximum tensile stress in the reinforcement bars with
the reinforcement corrosion (
ρ
3=2,68%), for (B-S) and (SOL) models, in cracked section, modulus
of elasticity Ec, with impact, caused by {DEAD}, {DEAD +
φ
.TB360} and {DEAD +
φ
.TB450}