The Structural Engineer > Archive > Volume 29 (1951) > Issues > Issue 12 > Bond Stresses in Reinforced Concrete Columns and Beams
Name of File 2123-29-12.pdf cached at 13/12/2017 18:47:29 - with 10 pages. pdfPath: E:\\CMS\webtest\files\49\49e1c970-f535-4b76-bfef-2f0896bf3c21.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\49e1c970-f535-4b76-bfef-2f0896bf3c21_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 49e1c970-f535-4b76-bfef-2f0896bf3c21_1.png

Members/subscribers must be logged in to view this article

Bond Stresses in Reinforced Concrete Columns and Beams

Pull out tests have shown that the distribution of bond stress along the column is an exponential function, and that the maximum value of bond stress occurs at the loaded end of the steel before any slip takes place, the order of the maximum value being 700 lb./in.2. After initial slip, the position of maximum bond stress moves along the steel, its value remaining sensibly constant. J.M. Hawkes and Professor R.H. Evans

Author(s): Hawkes, J M;Evans, R H

Keywords: reinforced concrete;columns;beams;bond;reinforcement;stresses