To study the deterioration of bond performance between concrete and corroded steel bars with designed corrosion levels of 0%, 0.5%, 1.0%, 2.0%, 5.0%, 8.0%, and 10.0%, pull-out tests were performed 1. IntroductionThe test and study on earthquake resistant capacity of strengthening reinforced concrete column with wet encased steel World Information On Earthquake Engineering 2004 1 105 111 10 Chalioris C. Kosmidou P.-M. Papadopoulos N. Investigation of a new strengthening technique for RC deep beams using carbon FRP ropes as transverse reinforcements
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