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- W82005346 abstract "Experiment was carried out on the cross section flexural capacity of 7 RC beams subjected to twice-loading strengthened with CFRP. According to the limit equilibrium theory, regression formulas for the ultimate capacity of RC bending members strengthened with CFRP were obtained. The theory calculations are in good agreement with experimental results. The study can supply theoretical foundation and technical support for the engineering application of RC bending members strengthened with CFRP." @default.
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- W82005346 date "2012-05-18" @default.
- W82005346 modified "2023-09-23" @default.
- W82005346 title "Experimental Study on the Flexural Capacity of Existed RC Beams Strengthened with CFRP" @default.
- W82005346 doi "https://doi.org/10.1109/icetce.2012.319" @default.
- W82005346 hasPublicationYear "2012" @default.
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