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- W2384268280 abstract "In design of the Jiangdong Bridge,by using the fine shell element model,a Finite Element study is carried out to investigate the behavior of joints of girder to cables for this self-anchored suspension bridge under the most adverse load combinations,and the bearing capacity of these anchored joints are analyzed in accordance with the stress and strain relationships inherent in each individual panel component.The FE results illustrate that stress in the steel anchored box decreases along the load transverse path as the distance to the stiffened girder decreases.In the most adverse load combinations,the maximum Mises stress of 144 MPa will develop in the stiffeners back to the cast steel block.The ultimate failure of the anchored joint box occurs when the extra amount of deformation develops in the steel panels,hence leading to localized panel buckling or full panel buckling in the joint,while the main steel components are still unyielding.Value of the ultimate bearing capacity is verified as 7.4 times of that in the design load,and the anchored joints of girders to cables possess substantial strength reservation." @default.
- W2384268280 created "2016-06-24" @default.
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- W2384268280 date "2011-01-01" @default.
- W2384268280 modified "2023-09-22" @default.
- W2384268280 title "Investigation to Limited Bearing Capacity of Anchored Joints of Girders to Cables in Jiangdong Bridge" @default.
- W2384268280 hasPublicationYear "2011" @default.
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