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Simplified finite element model for evaluation of ultimate capacity of corrosion-damaged reinforced concrete beam-columns

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Academic year: 2021

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Figure

Fig. 1   The proposed SQAF of aging RC bridge columns
Fig. 2   Evaluation of column performance under corrosion and ultimate loads. Evaluation of column performance under corrosion and ultimate  loads
Fig. 3   Possible damage and failure modes of an RC beam-column  due to combined gravity loads and corrosion;  a  schematic drawing;
Fig. 4   Formation and migration  of bond stress “wave”  through-out formation and progression  of local bond failure due to  corrosion
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