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- W2348723466 abstract "Three partially filled steel-box-concrete composite beam models of different shear connections are tested to study the slip and deformation of partially filled steel box concrete composite Girders under negative moment,and the distribution of relative slip and deflection at the interface under symmetrical concentrated loads are observed. The test results show that the slip decreases with the increase of shear connection,and the slip distributes along the beam symmetrically. The model of partially filled steel-box-concrete composite beam is built considering the effect of slip,and a differential equation of slip at the interface is derived. To solve the problems,the reduced stiffness method is adopted according to the code for the design of steel structures,and the effective stiffness method is suggested. The results of theoretical calculation are compared with the experimental results.Comparison shows that the calculated results and the measured results are in good consistent in the elastic stage,but there are certain errors after this stage. The deflection calculated by the effective stiffness method can describe the deformation of the composite beam accurately." @default.
- W2348723466 created "2016-06-24" @default.
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- W2348723466 date "2015-01-01" @default.
- W2348723466 modified "2023-09-24" @default.
- W2348723466 title "Slip and deformation calculation of partially filled steel-box-concrete composite girders under negative moment" @default.
- W2348723466 hasPublicationYear "2015" @default.
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