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- W2350976516 abstract "Test results of eight steel fiber reinforced lightweight aggregate concrete superposed two-way slabs were introduced.The slabs comprise the steel fiber reinforced lightweight aggregate concrete in the tensile region and the ordinary concrete in the compressive region under punching shear,which were simply supported under the load transferred from the top of central column.The main parameter was the superposed thickness of steel fiber reinforced lightweight aggregate concrete layer which was the 0,0.5,0.6 and 0.7 times of the slab thickness.The test results included the deflection at slab center,the strains of reinforcement and concrete,the distribution of cracks as well as the loads corresponding to concrete cracking,reinforcement yield and ultimate state.It could be concluded that the punching shear resistance of steel fiber reinforced lightweight aggregate concrete superposed two-way slab was increased remarkably,the ability to resist the punching shear deformation was enhanced obviously,many fine cracks distributed on the tensile surface and the ductility at failure state increased to a certain extent." @default.
- W2350976516 created "2016-06-24" @default.
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- W2350976516 date "2013-01-01" @default.
- W2350976516 modified "2023-10-01" @default.
- W2350976516 title "Experimental study on punching shear resistance of SFRLAC superposed two-way slabs" @default.
- W2350976516 hasPublicationYear "2013" @default.
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