Experimental study on the behavior of eccentrically compressed corrosion-damaged reinforced concrete columns
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This paper presents an experimental study of corrosion-damaged reinforced concrete (RC) columns under eccentric compression. Three RC concrete column specimens, identical in geometry, reinforcing steel bars, and concrete mix, were fabricated. One undamaged control specimen served as the control group, while the other two column specimens underwent corrosion due to chloride ion exposure.
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