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- W2374301030 abstract "The shear lag of a 32 m reactive powder concrete single-box and single-cell bridge designed for Qing-Zang railway is analyzed by 3-dimensional finite element method and the impacts of different loading arrangements on its shear lag are discussed. The results indicate that pre-stressed reactive powder concrete box-girder exhibits shear lag effect, the shear lag coefficient is about 1.0～1.1. The results obtained could be referred in designing reactive powder concrete bridge. It is useful for further study of the shear lag theory of box girders, and may provide references for accurate analysis in estimate of the actual performance of new type bridge with long or medium span." @default.
- W2374301030 created "2016-06-24" @default.
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- W2374301030 date "2004-01-01" @default.
- W2374301030 modified "2023-09-25" @default.
- W2374301030 title "Finite Element Analysis on Shear Lag of Reactive Powder Concrete Box Girder" @default.
- W2374301030 hasPublicationYear "2004" @default.
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