NEHRP Clearinghouse

Title
Bond of Reinforcement in Grouted Hollow-Unit Masonry: A State-of-the-Art.
File
PB93214658.pdf
Author(s)
Scrivener, J. C.
Source
National Science Foundation, Washington, DC., July 1986, 59 p.
Identifying Number(s)
REPT-6.2-1
Abstract
The report develops data and behavioral models on the bond strength and slip characteristics of deformed bars in grouted hollow unit masonry; and develops data and behavioral models on the bond strength and slip characteristics of deformed bar lap splices in grouted hollow unit masonry as needed for building modelling.
Keywords
; Pull-out resistance and tests; Earthquake engineering; Reinforcing steels; Cracking (Fracturing); Reinforced concrete; Bars; Splicing; Siesmic design; Bonding