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- W2391839191 abstract "Based on the theory of static hydraulic pressure,the major reason of concrete frost injury is that the fatigue action of hydraulic pressure on the capillary structure. A model is established to calculate hydraulic pressure on the contact surface between concrete and steel bar. The maximum hydraulic pressure is obtained through the model. The computed results show that the bond action between concrete and steel bar are weakened seriously by freezing and thawing; and the bond behavior experimented results of plain bar show the bond strength decreased after freeze-thaw injury." @default.
- W2391839191 created "2016-06-24" @default.
- W2391839191 creator A5067202183 @default.
- W2391839191 date "2009-01-01" @default.
- W2391839191 modified "2023-09-23" @default.
- W2391839191 title "Mechanic analysis on the failure of bond behavior between concrete and steel bar when suffered from frost injury" @default.
- W2391839191 hasPublicationYear "2009" @default.
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