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- W2372923714 abstract "The temperatures of steel-concrete composite beam cross-sections under nature condition were tested,the formulae of steel-concrete composite beam interfacial shear force,shear stress,relative slide strain and deformation,flexural deformation curvature were derived by using temperature gradient calculation model and elastic theory.Analysis result shows that there is temperature difference in the cross-section,and the temperature distribution of concrete flange slab is uneven.The maximum interfacial shear force is at the midspan and decreases to zero at the end of beam.The maximum interfacial shear stress,relative slide strain and deformation are at the end of beam and decrease to zero at the midspan.Interfacial force and deformation are linearly proportional to temperature difference,and the slope is associated with the temperature distribution modes of concrete slab.The temperature distribution mode and thickness of concrete slab are the main influence factors of interfacial force and deformation." @default.
- W2372923714 created "2016-06-24" @default.
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- W2372923714 date "2013-01-01" @default.
- W2372923714 modified "2023-09-25" @default.
- W2372923714 title "Effect analysis of steel-concrete composite beam caused by sudden change of temperature" @default.
- W2372923714 hasPublicationYear "2013" @default.
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