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- W2362953104 abstract "Correction factor ξ of the transformed-section is the key factor to the deflection calculation of steel-concrete composite beams.Using the theoretic formula given by reference [1],correction factor of section stiffness of steel-concrete composite beams under four typical loads has been studied in this paper,with consideration of slip between steel beams and concrete slabs.Results show that load type has little effect on the correction factor ξ,and the correction factor under uniform load can be used for other types of loads.After analyzing the correction factor ξ of 7200 sample beams,it is found that λl is the key factor to ξ.Then formula of ξ is regressed in terms of λl.Also,effect of various design parameters to ξ has been studied,which shows the most significant parameter to ξ is the level of connection of shearing resistance,and strength of concrete or flange width has little effect.Varying tendency of ξ calculated by the regressed formula of this paper coincides with that of theoretic formula given by reference [1] and 'Code for design of steel structures'(GB 50017—2003).It shows from the result that the value of ξ calculated is consistent with that of tests." @default.
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- W2362953104 date "2008-01-01" @default.
- W2362953104 modified "2023-09-26" @default.
- W2362953104 title "Modified transformed-section method of deflection calculation of steel-concrete composite beams" @default.
- W2362953104 hasPublicationYear "2008" @default.
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