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- W2367005512 abstract "In the construction site,the concrete cover thickness of the negative reinforcements of concrete slab is usually bigger than design value,which will lower the maximum bearing capacity of slab(especially for the cantilever slab).An experimental research on reinforced concrete slabs(cantilever slabs and slabs whose two ends are both fixed) with different concrete cover thicknesses was designed.The effect on bearing capacity and service performance of the reinforced concrete slabs caused by the concrete cover thickness change was studied.The slabs whose two ends are both fixed were calculated on the basis of linear elastic theory and plastic moment redistribution theory respectively.The software ANSYS was utilized for FE simulation and the simulation results were compared with experimental results.The test results indicate that the cantilever slab thickness has obvious impact on its performance,and the extent of impact on the slab with two fixed ends is not as obvious as that on cantilever slab.Through the analyses of the test data,some conclusions are deduced,which will be helpful to the construction check and related theory research." @default.
- W2367005512 created "2016-06-24" @default.
- W2367005512 creator A5004379958 @default.
- W2367005512 date "2011-01-01" @default.
- W2367005512 modified "2023-09-24" @default.
- W2367005512 title "Experimental research on behavior of reinforced concrete slabs with different concrete cover thicknesses" @default.
- W2367005512 hasPublicationYear "2011" @default.
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