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- W2379114825 abstract "The deflection calculation model of cold-formed thin-walled U-section steel-concrete composite beams is established.Based on the model,an equilibrium differential equation is derived and deflection calculation formulas of the composite beams under different forms of loading are obtained,and the deflections of 8 beams are calculated.Comparing the authors' results with the results by currently existed methods and the test data,it is shown that the influence of slip effect on deflection of the composite beams is evident and can not be ignored;the deflection calculation method proposed in this paper is accurate;the degree of shear connection is obviously lower than the conventional steel-concrete with the same shear connector.The shear connectors should be appropriately increased to get an effective shear connection and the factor of degree of shear connection would be increased from 0.66 to 0.75.By comparison with formulas of code for design of steel structures,a modified formula of the coefficient of reduction rigidity is proposed for the deflection calculation of the cold-formed thin-walled U-section steel-concrete composite beams." @default.
- W2379114825 created "2016-06-24" @default.
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- W2379114825 date "2009-01-01" @default.
- W2379114825 modified "2023-09-23" @default.
- W2379114825 title "Influence of Slip on Deflection of Cold-Formed Thin-Walled U-Section Steel-Concrete Composite Beams" @default.
- W2379114825 hasPublicationYear "2009" @default.
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