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- W2375354002 abstract "Based on the hypothesis of plane and linear elastic,differential equations were built according to the plane finite element theory and the mechanic balance relationship,temperature shear stress function of simply supported reinforced concrete(RC) beams strengthened with externally bonded carbon fiber reinforced polymer(CFRP) plates was derived in terms of boundary condition under perfect bonding conditions.It was shown from results that there are many factors such as flexural rigidity of concrete beams and toughness of adhensive influence temperature shear stress.It will give a reference to evaluate the health condition and design method for simply supported RC structures strengthened with externally bonded CFRP plates" @default.
- W2375354002 created "2016-06-24" @default.
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- W2375354002 date "2012-01-01" @default.
- W2375354002 modified "2023-09-27" @default.
- W2375354002 title "Temperature shear stress analysis for bonding interface of simply supported RC beams strengthened with externally bonded CFRP" @default.
- W2375354002 hasPublicationYear "2012" @default.
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