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- W1887592219 abstract "A simple computer model is developed for the calculation of the ultimate strength of R.C. beams strengthened with new R.C. layers at the tensile side of the member. The assumptions adopted are the same as in the ultimate strength method of monolithic R.C. elements. Moreover it is adopted that only longitudinal slip is allowed at the interface of the old and new concrete element and that their curvature is considered the same. The necessary relationship between the interface shear stress and the respective slip strain is assumed according to available experimental results obtained from pure shear test data. For real practical conditions, a strain profile of the cross-section is adopted from a parametric analysis. Finally, it is concluded that (a) Interface shear is increased when the strengthening level is increased; (b) Assumed relationship between interface shear stress and slip does not affect significantly the ultimate and the yield resistance of the strengthened beam; and (c) When soft bonding agents are used at the interface, the ultimate flexural capacity and the interface shear stress are reduced. For the covering abstract see ITRD E111699." @default.
- W1887592219 created "2016-06-24" @default.
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- W1887592219 date "1997-01-01" @default.
- W1887592219 modified "2023-09-27" @default.
- W1887592219 title "ANALYSIS OF RETROFITTED RC BEAMS" @default.
- W1887592219 hasPublicationYear "1997" @default.
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