Effect of corrosion‐induced crack and corroded rebar shape on bond behavior

This paper aims to investigate the individual effect of corrosion‐induced crack, corroded rebar shape, and rust around rebar on the bond properties of reinforced concrete (RC) members. First, test specimens were corroded by accelerated electric corrosion method with varying corrosion degree ranging...

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Veröffentlicht in:	Structural concrete : journal of the FIB 2019-12, Vol.20 (6), p.2171-2182
Hauptverfasser:	Yang, Yizhou, Nakamura, Hikaru, Miura, Taito, Yamamoto, Yoshihito
Format:	Artikel
Sprache:	eng
Schlagworte:	Accumulation bond–slip relationship corroded rebar shape Corrosion effects Corrosion tests corrosion‐induced crack Deterioration Rebar rebar corrosion Reinforced concrete Reinforcing steels Rusting Shape effects Stress corrosion cracking two end pull‐out test
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