Experimental Investigation on Rehabilitation of Corroded RC Columns with BSP and HPFL under Combined Loadings
Publication: Journal of Structural Engineering
Volume 146, Issue 8
Abstract
This research focuses on evaluating the seismic properties of corrosion-damaged RC columns strengthened by bonded steel plate (BSP) and high-performance ferrocement laminate (HPFL). The mechanical properties are experimentally investigated based on various combined loading cases. A total of nine square RC columns with identical structural properties are produced, and five of them are corroded and poststrengthened with BSP and HPFL. The effects of the combined loadings, bearing capacity, failure mode, skeleton curves, hysteretic curves, ductility, stiffness degradation, energy dissipation, and plastic hinge characteristics are analyzed. In particular, a new method for calculating the skeleton curves under different failures modes is proposed and agrees well with the experimental results by comparison.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The authors acknowledged the financial support provided by the National Science Foundation of China (No. 51778060), Special Fund for the Basic Scientific Research Service of the Central University (No. 300102289401), the Natural Science Foundation of Jiangsu Province (No. BK20191441), Research Institutional Grant by Czech Academic of Sciences (RVO 68378297), and the Fundamental Research Funds for the Central Universities PHD (Nos. 300102280711 and 300102280713).
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©2020 American Society of Civil Engineers.
History
Received: Jul 29, 2019
Accepted: Feb 28, 2020
Published online: May 27, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 27, 2020
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