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• W2408331772 abstract "Corrosion of reinforcing steel and subsequent concrete deterioration is a major problem faced by the construction industry. However, limited work is available for the estimation of the flexural strength of corrosion-damaged members. In the present work, an effort has been made to develop a model to predict the residual flexural strength of reinforced concrete beams with varying degree of reinforcement corrosion. The experimental variables included: applied corrosion current density, corrosion duration, rebar diameter and thickness of concrete cover." @default.
• W2408331772 created "2016-06-24" @default.
• W2408331772 creator A5078685881 @default.
• W2408331772 date "2005-01-01" @default.
• W2408331772 modified "2023-09-26" @default.
• W2408331772 title "A prediction model for the residual flexural strength of corroded reinforced concrete beams" @default.
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• W2408331772 hasPublicationYear "2005" @default.
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