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.