Novel empirical model for predicting residual flexural capacity of corroded steel reinforced concrete beam
نویسندگان
چکیده
منابع مشابه
Modelling the loss of steel-concrete bonds in corroded reinforced concrete beams
The existing stochastic models for deterioration of reinforced concrete structures is extended by adding modelling of “loss of bond” due to corrosion between the reinforcement bars and the surrounding concrete.
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ژورنال
عنوان ژورنال: Frontiers of Structural and Civil Engineering
سال: 2020
ISSN: 2095-2430,2095-2449
DOI: 10.1007/s11709-020-0637-0