Title:
Direct Solution for Bond Requirements at Reinforcing Bars
Author(s):
Willy K. Hahn
Publication:
Journal Proceedings
Volume:
63
Issue:
7
Appears on pages(s):
749-754
Keywords:
bond strength, code requirements, design, flexural bond, reinfrocing bar.
DOI:
10.14359/7650
Date:
7/1/1966
Abstract:
The limits given in Chapter 13 of ACI 318-63 establish a definite relation between the flexural bond stress formula, Eq. (13-1), and bar diameters. Bond coefficients for available bar sizes, bar deformations, and concrete grades are presented to faclitate simple bond computations.