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- W2357520021 abstract "The girder of the extradosed cable-stayed bridge not only resists the axial pressures,but also bears a considerable part of the moment and shear force.So its distribution of stress is complicated,the inhomoge-neous phenomenon of spatial stress is very severe.Moreover,the phenomenon of shear lag is worse as the width of the box girder is increasing.It is indicated that the structure is more affected by the shear lag of girder during the construction stages than the completed bridge stage.This paper is based on xijiang super large bridge in Jiang-Zhao Highway which is being built,finite element theory is adopted.The segmental finite element model of girder of anchorage zones with cable forces applied is established and the spatial finite element analysis is carried out.The spatial stresses of girder on the longest cantilever construction stage are analyzed.The results reflect that the construction method for setting a late poured band of this bridge and the stressed state of girder on the longest cantilever construction stage are reasonable.The research has significance for design and construction reference of the similar bridge in a certain degree." @default.
- W2357520021 created "2016-06-24" @default.
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- W2357520021 date "2010-01-01" @default.
- W2357520021 modified "2023-09-23" @default.
- W2357520021 title "Stress Analysis of Wider Girder of an Extradosed Cable-stayed Bridge Based on the Largest Cantilever Construction Stage" @default.
- W2357520021 hasPublicationYear "2010" @default.
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