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- W2385087642 abstract "The damaged reinforced concrete beams can be divided into three different damages in accordance with initial load,and each damaged beams are reinforced to the same degree of bearing capacity with bonding steel plate,sticking carbon fiber sheets and stainless steel wires.The different strengthening effects of the flexural behavior of reinforced concrete beams strengthened with three methods were researched in different degree damage.The result shows: compared with the reference beam,the reinforced beams' ultimate bearing capacity has increased by 34%～68%,among which the beams strengthened by the bonding steel plate's strengthening effects are most obvious;the strengthening effect of beams reinforced by bonding steel plate and sticking carbon fiber sheets decreases with the increase of the damage degree,and there are no remarkable changes of the beams reinforced by stainless steel wires." @default.
- W2385087642 created "2016-06-24" @default.
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- W2385087642 date "2008-01-01" @default.
- W2385087642 modified "2023-09-24" @default.
- W2385087642 title "Experimental study on flexural behavior of strengthened reinforced concrete beams with different damages" @default.
- W2385087642 hasPublicationYear "2008" @default.
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