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- W2356408470 abstract "Based on five RC T-section beams' destroyed model experiment, the influencing factors of the ultimate bear capacity, such as the plies number and paste formats of carbon fiber reinforced plastic, were analyzed. With nonlinear finite element method, the destroyed procedure of tested beams was simulated to give a new numerical method for calculating the ultimate shear capacity. In this method, the ultimate anti-force of the paste layers of carbon fiber rienforced plastic is taken as controlling parameters. The computing value was compared to the experiments data. The results show that this method is rational and effective, it can provide a basis for bridge strengthening practice." @default.
- W2356408470 created "2016-06-24" @default.
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- W2356408470 date "2004-01-01" @default.
- W2356408470 modified "2023-09-26" @default.
- W2356408470 title "Ultimate shear capacity of RC beam rehabilitated with carbon fiber reinforced plastic (CFRP) under loading case" @default.
- W2356408470 hasPublicationYear "2004" @default.
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