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Frontiers of Structural and Civil Engineering >> 2020, Volume 14, Issue 4 doi: 10.1007/s11709-020-0637-0
Novel empirical model for predicting residual flexural capacity of corroded steel reinforced concrete beam
. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China.. School of Civil Engineering, Central South University, Changsha 410075, China.. School of Civil and Environmental Engineering, University of Technology Sydney, NSW 2007, Australia
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Keywords
CRC beams ; flexural capacity ; steel corrosion ; database ; empirical models
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