A Mini-Review on the Structural Behavior of Reactive Powder Concrete Reinforced Slabs

Abstract

Two-way slabs are widely used members in constructions due to the huge necessity for them because it has the property of carrying loads for the columns, piles, and even the soil. In order to extend the two-way slabs for larger spans, designers need to maximize the slab thickness, which will increase the structure's self-weight, which may not be able to resist. So, designers treated such a problem by increasing the overall concrete strength of slabs in order to prevent the choice of increasing the slab thickness. This article reviewed the previous studies to summarize some significant points, such as the effect of using steel fibers and openings within slabs was also investigated, as well as the use of reactive powder concrete. It was concluded that the severity of openings in slabs depends on their location, shape, and size. In some cases, larger openings might behave structurally like separate beam systems, but it often still reduce capacity significantly. Also, the ultimate load was decreased by increasing the opening size with the same CFRP (Carbon-fiber reinforced polymer) reinforcement ratio. Furthermore, the method of strengthening with CFRP is more effective than the method of using Steel fibers (SF).