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- W2368756905 abstract "Based on the linear elastic theory, a new analytical solution is developed for a plate strengthened reinforced concrete beam under a linear distributed load using the cross sectional equilibrium and compatible conditions. The interfacial shear stress distribution along the bond line and its maximum value at the cut off point of the plate were given. And direct analytical ex pressions were presented for the cases of concentrated loading as well as uniform loading. The comparative results show that the present solution has better accuracy because the influences of the behaviors of reinforced concrete beam, adhesive and strengthening plate on the interfacial shear stress are all considered. For a plate strengthened reinforced concrete beam under different loading,plate length and width and different cross section, the solution can be used to check the maximum bonding shear stress to prevent the plate debonding in the beam at the cut off point of the plate." @default.
- W2368756905 created "2016-06-24" @default.
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- W2368756905 date "2005-01-01" @default.
- W2368756905 modified "2023-09-24" @default.
- W2368756905 title "Analysis and Calculation of Interfacial Bonding Shear Stress of Reinforced Concrete Beams Strengthened with Plates" @default.
- W2368756905 hasPublicationYear "2005" @default.
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