Erratum for “Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control” by Amr Shaat and Amir Z. Fam

The following correction should be made to the original paper.

Eq. (7) gives predictions for the average strain of the CFRP plates at failure. The strain predictions are established using three different equations depending on the range of the normalized slenderness ratio of the strengthened steel column ($kL/r_t{\rho }_f$). In the original paper, for ($kL/r_t{\rho }_f>315$), Eq. (7) has a typographical error. The equation’s constant reads 1.07, when it should have been 0.83. As such, this equation should be corrected to read