The effects of fibers on development-splice strength of reinforcing bars in tension are investigated. Three series of beam specimens, with five beams each, lap spliced at midspan, were tested. The research parameters were: bar diameter (d0), fiber type, f
Description:
Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering,1995.;"Advisor: Dr. Bilal Hamad, Assistant Professor, Civil Engineering – Members of Committee: Dr. Mohamed Harajli, Associate Professor, Civil Engineering
