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- W2374927341 abstract "To provide references for truss reinforcement layout and calculation of the laminated floor,the paper studied the horizontal shear on the combined surface of composite floor. Shear tests on some specimens with napping treatment and without treatment were carried out. Results showthat when the combined surface square 1 000 mm × 1 000 mm,applied pressure 500 k N,no dislocation phenomenon occurs on the combined surface. But for the combined surface square 200 mm× 300 mm,the specimen with napping treatment is failed under pressure 183 k N; the one without napping treatment is failed under pressure 110 k N. Conclusion is that the shear strengths of napping treated and untreated combined surface are 3. 0 MPa and 1. 8 MPa,respectively. For the compositefloor that slab spans are less than 9 m,the shear steel truss should not be used. For the composite floor that slab spans are less than 3 m,when web reinforcement diameter is 4mm,600 mm spacing should be selected; and when the diameter is 5mm,1000 mm spacing should be used." @default.
- W2374927341 created "2016-06-24" @default.
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- W2374927341 date "2015-01-01" @default.
- W2374927341 modified "2023-09-23" @default.
- W2374927341 title "Experimental Study on Combined Surface Shear of Composite Floor" @default.
- W2374927341 hasPublicationYear "2015" @default.
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