Local bond stress-slip relationship of reinforcing bars embedded in fiber reinforced concrete under splitting type failure - by Walid Jalkh
Abstract
This study summarizes experimental results of the local bond stress-slip response of reinforcing bars embedded in fiber reinforced concrete (FRC) under splitting type failure. Pullout specimens were tested to study the effect of several parameters, namely
Description
Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1993.;"Advisor: Mohamed Harajli Associate Professor, Civil Engineering -- Members of Committee: Dr. Sami Abboud Klink, Professor, Civil Engineering Mohamed
Bibliography: leaves 71-75.
Bibliography: leaves 71-75.