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- W2278588832 abstract "Punching shear behavior of two-way slabs reinforced with steel rebar or fiber-reinforced polymer (FRP) bars was investigated experimentally. Concentration of flexural reinforcements in the immediate column region and steel fiber-reinforced concrete (SFRC) in the slab near the column faces were introduced to improve the punching behavior of slabs. The beneficial effects of these alternative ways on the punching shear capacity, stiffuess, ductility, strain distribution and crack control were demonstrated. In addition, an appropriate method for determining the reinforcement ratio of slabs with a banded distribution was proposed to make predictions of punching shear strength properly reflect the benefit of the slab reinforcement concentration. Finally, the fairly accurate prediction model of punching strength was developed taking into account the influence of flexural reinforcement ratio, size effect and dowel effect." @default.
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- W2278588832 date "2007-06-01" @default.
- W2278588832 modified "2023-09-23" @default.
- W2278588832 title "ENHANCING THE PUNCHING SHEAR BEHAVIOR OF TWO-WAY CONCRETE SLABS" @default.
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