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- W2355572778 abstract "When the ratio of height to thick of girder web is relative large,the web will buckle along main pressure direction under shear force and the bearing capacity of the girder will be decreased consequently.The girder web with inclined stiffeners along the main pressure direction was put forward in order to advance buckling strength of the web.The experiment for the steel girder with inclined stiffeners and the normal plane web steel girder with or without stiffeners at quarter of length under concentrate load at mid-span were carried out.The structural characteristics of the girder were analyzed,focused on the buckling capability,buckling form and the strength after buckling of the web.The results indicate that,the girder with inclined stiffeners has excellent ability after buckling and higher ultimate bearing capacity." @default.
- W2355572778 created "2016-06-24" @default.
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- W2355572778 date "2011-01-01" @default.
- W2355572778 modified "2023-09-26" @default.
- W2355572778 title "Experiment Research on Girder With Inclined Stiffeners" @default.
- W2355572778 hasPublicationYear "2011" @default.
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