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- W2383279796 abstract "The shear lag phenomenon in concrete flanges of composite beams was modeled using the partial differential equations for thin plate theory. Series solutions were derived for the in-plane strain, deflection and bending strain that satisfy the simplified boundary conditions to calculate the shear lag coefficient. Comparison of the solution with a simply supported steel-concrete beam subjected to various types of loads, b/L ratios and other parameters with a finite element solution shows that the method is accurate and fast. The results of the parametric analysis demonstrate that only the in-plane strain significantly affects the shear lag. The b/L ratios and the loading types have the most significant influence on the shear lag in concrete slabs." @default.
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- W2383279796 date "2005-01-01" @default.
- W2383279796 modified "2023-09-26" @default.
- W2383279796 title "Shear lag analysis of simply supported composite steel-concrete beams" @default.
- W2383279796 hasPublicationYear "2005" @default.
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