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The obtained debonding forces were compared to those obtained by applying the same reinforcements to single bricks and calculated by applying theoretical formulas.
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For the same reinforcement ratio, the four reinforcing bars placed at the corners of a concrete member better restrained the shrinkage all throughout the concrete cross-section and decreased the concrete cracking risk better than a single reinforcing bar placed at the center.
Moreover, the nominal flexural strength of one BFRP-RC specimen was almost two times that of its steel-reinforced counterpart with the same reinforcement ratio.
Although the observed crack distances of the beams with three layers of bars were larger, their maximum crack openings were smaller than in the conventionally reinforced specimens with the same reinforcement ratio.
The behavior of specimens indicated that ultimate strength of the reinforced composite with the same reinforcement ratio, increases with increasing yarn Tex, and smaller mesh size improve the performance of samples with the deflection-hardening behavior.
One beam with the same reinforcement ratio but without UHPFC is used as the control beam.
In all cases grid beams were assigned the same depth 203 mm and the same reinforcement ratio as the slab.
Compared with SRSB, the SRBB of the same reinforcement ratio and under the same scaled distance has larger deflections, but smaller damage level and greater residual loads.
(2) In terms of load bearing capacity, the donut-type voided slabs demonstrated comparable load bearing capacities to that of the solid slab with the same reinforcement ratio.
(3) In terms of flexural stiffness, the donut-type voided slabs demonstrated lower flexural stiffness than that of the solid slab with the same reinforcement ratio.
Test results indicate at the same reinforcement ratio and geometric size, GFRP bar and steel bar have the same bearing capacities.
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