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- W4285191951 abstract "In this chapter, the real behavior at the juncture between the corrugated web (CW) and flanges of bridge girders is provided. An elastic bifurcation buckling analysis is carried out using ABAQUS computer package for CWs with simple (S) and fixed (F) boundary conditions at their juncture with the flanges. The dimensions of the generated CWs are assumed based on the average dimensions of the available bridges with CWs. The principle aim is to firstly compare them with each other. Secondly, the critical shear buckling strengths of the CWs with both boundary conditions are compared with the interactive shear buckling strength formulas available in the literature. The chapter is then extended to compare girder segments composed from CWs and flanges with CWs with well-defined boundary conditions; simple (S) and fixed (F). Based on the numerical results, the relative critical shear stress of the CWs of simple juncture to that of the corresponding fixed boundary condition has an average value of 0.96. The comparison with the available interactive shear buckling strength formulas shows that the first-order interactive buckling strength is suitable for the case of CWs with simple juncture, while it is unconservative for the case of fixed-juncture CWs. Hence, a new interactive shear buckling strength formula is proposed for the case of fixed (F) juncture. The results as well obviously indicate that when the flanges are rigid enough (tf/tw ≥ 3.0), the girder segments exhibit shear buckling mechanisms. Whereas if the CW plates are relatively rigid (tf/tw < 3.0), the strengths of the girders become controlled by the deformation of flanges. Finally, it is found that the realistic support condition at the juncture is nearly fixed." @default.
- W4285191951 created "2022-07-14" @default.
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- W4285191951 date "2022-01-01" @default.
- W4285191951 modified "2023-09-25" @default.
- W4285191951 title "Real boundary condition between flange and web" @default.
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- W4285191951 doi "https://doi.org/10.1016/b978-0-323-88437-2.00005-8" @default.
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