Effect of FRP on bond strength of hooked bar anchorages in normal strength concrete structures - by Faten George Ibrahim
Abstract
The primary objective of the research reported in this thesis was to assess the viability of using carbon fiber reinforced polymer (CFRP) sheets externally conf ining normal strength concrete beam-column joints, in increasing the bond streng th of the hoo
Description
Thesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2006.;"Advisor: Dr. Bilal Hamad, Professor, Department of Civil and Environmental Engineering--Member of Committee: Dr. Mohammad Harajli, Professor, Department of
Bibliography: leaves 197-198.
Bibliography: leaves 197-198.