Erratum for “Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control” by Amr Shaat and Amir Z. Fam
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VIEW THE CORRECTED ARTICLEPublication: Journal of Composites for Construction
Volume 18, Issue 1
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 (). In the original paper, for (), 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
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© 2013 American Society of Civil Engineers.
History
Received: May 20, 2013
Accepted: Jul 3, 2013
Published online: Nov 5, 2013
Published in print: Feb 1, 2014
Discussion open until: Apr 5, 2014
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