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- W2390989611 abstract "Given that the long-time distortion of most big span prestressed concrete bridges could not be predicted accurately,the applicability of several creep prediction models of high strength concrete in the respective conditions of laboratory and real bridge engineering was studied,and the specialties of the existing prediction models such as excluding the effect of repeated load affected on the concrete at early age for big span prestressed concrete bridges were illuminated.Then 7 groups of concrete specimens for different stress ratios and different loading periods were made,and their creep performances tested and analyzed.The research shows that the repeated load affected on high strength concrete at early age will aggravate its creep remarkably,and the creep value is influenced by stress ratio,loading periods,and etc." @default.
- W2390989611 created "2016-06-24" @default.
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- W2390989611 date "2011-01-01" @default.
- W2390989611 modified "2023-09-23" @default.
- W2390989611 title "Creep and shrinkage of high strength concrete for bridges under complex condition" @default.
- W2390989611 hasPublicationYear "2011" @default.
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