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- W2379392319 abstract "The service period of a bridge is closely related to its structure concrete durability.In practice,the durability of the concrete is always less than what is expected in design,mainly due to the diversification and complexity of bridge operational environments.Based on the damage features of the corbels of reinforced concrete columns above one arc bridge in cold region,the damage reason is analyzed.The quick damage of the corbels,as well as the degenerated durability,is attributed to the coupling functions of unfavorable stress,deicer-frost and corrosive water from bridge joints." @default.
- W2379392319 created "2016-06-24" @default.
- W2379392319 creator A5073536470 @default.
- W2379392319 date "2011-01-01" @default.
- W2379392319 modified "2023-09-25" @default.
- W2379392319 title "Damage Features of Corbels of Reinforced Concrete Columns above One Arc Bridge" @default.
- W2379392319 hasPublicationYear "2011" @default.
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