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- W2360635213 abstract "The calculation formulae for carrying capacity of the steel and concrete composite girder strengthened by CFRP plate subjected to plastic bending are derived,in which two kinds of the failure of tensioning breaking of the CFRP plate and crushing of concrete slab and three kinds of different plastic neutral axis positions are considered.The analysis reveals that for the failure of the tensioning breaking of the CFRP plate,the load and prestressing action on the girder before it is strengthened has no influence on the bending capacity.However,for the failure of the crushing of the concrete slab,the bending capacity of the strengthened girder will decrease with the increase of the load on the girder before it is strengthened and will increase with the increase of the prestressing." @default.
- W2360635213 created "2016-06-24" @default.
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- W2360635213 date "2008-01-01" @default.
- W2360635213 modified "2023-09-27" @default.
- W2360635213 title "Analysis of Plastic Carrying Capacity of Steel and Concrete Composite Girder Strengthened by CFRP Plate" @default.
- W2360635213 hasPublicationYear "2008" @default.
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