Abstract
In this paper, we report on experimental evaluation of the concrete plate reinforced by grid FFU (Glass Fiber Reinforced Urethane) subject to distributed load. First, to clarify the shear capacity of a simply-supported composite beam of concrete and FFU subject to bending moment, four points test was carried out. As a result, the shear capacity of the FFU composite beam almost agrees with that estimated by conventional equation for RC beam. Then we conduct the loading tests on the mortar plate reinforced by grid FFU, subject to distributed load. Consequently, it is found that the shear capacity of the plate can be underestimated by the conventional equation for deep-beam.
