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- W2364981926 abstract "Traditional practice is fully discarded in the new type of profiled steel sheet and concrete two-way composite slab elaborated in this paper,and it is made by pouring the frame formed by profiled steel sheet strips and reinforcing bars.The unique structure has remarkable features of being initiative,novel and practical,steel is saved and it also facilitates processing and manufacturing.Such a slab type can not only bear load and bending moment in both longitudinal and transverse directions to truly realize the function of two-way slab,but also eradicate the disruption caused by longitudinal shear-bearing failure that commonly exists in composite slab,and the interacting working ability of steel plate and concrete is improved and increased.It is shown by the loading test performed on a test piece of enough dimension,such a slab type has extremely good carrying capacity,flexural performance and shear-bearing performance,the test piece whose depth-span ratio is at the stipulated lower limit can completely meet various properties of floor slab of the same size in architectural code.Meanwhile,the stress structure of the new slab type is clear,so as to facilitate analysis,design and application by two-way slab,and the conclusion obtained from such calculation and inference coincides with the test result very much." @default.
- W2364981926 created "2016-06-24" @default.
- W2364981926 creator A5089606362 @default.
- W2364981926 date "2011-01-01" @default.
- W2364981926 modified "2023-09-23" @default.
- W2364981926 title "Study on Carrying Capacity of A New Type of Profiled Steel Sheet—Concrete Two-way Composite Slab" @default.
- W2364981926 hasPublicationYear "2011" @default.
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