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- W2370989838 abstract "An experiment was conducted on a simply supported steel-concrete composite deck to investigate the working performance of steel-concrete composite decks.The behavior of a perfobond strip shear connector and the reinforcement effect of steel fiber on concrete were investigated.Based on the experimental results,a theoretical analysis was conducted by taking the stress-strain relation of concrete and steel and the effects of steel fiber and transverse steel bars through the holes of perfobond strips into account.The result shows that no slip occurs between steel bars and concrete before the failure of the structure and thus this type of shear connectors can guarantee the integral working performance of a steel-concrete composite deck." @default.
- W2370989838 created "2016-06-24" @default.
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- W2370989838 date "2006-01-01" @default.
- W2370989838 modified "2023-09-25" @default.
- W2370989838 title "Experimental Research and Theoretical Analysis of Working Performance of Steel-Concrete Composite Deck" @default.
- W2370989838 hasPublicationYear "2006" @default.
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