Novel empirical model for predicting residual flexural capacity of corroded steel reinforced concrete beam

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Front. Struct. Civ. Eng. ›› 2020, Vol. 14 ›› Issue (4) : 888-906. DOI: 10.1007/s11709-020-0637-0
RESEARCH ARTICLE

Novel empirical model for predicting residual flexural capacity of corroded steel reinforced concrete beam

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