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- W2361245440 abstract "Based on the tests carried on eight beams,the failure mode as well as the ultimate bearing capacity and stiffness of the strengthened flexural RC beams with NSM CFRP strips were investigated on different strengthening conditions such as different CFRP embedment lengths and different areas of CFRP strips,furthermore,the strengthening effects of NSM technique and externally bonded technique were compared.The research results indicate that the area of CFRP stripes has little influences on failure modes of the beams while the embedment length has great impact,which means that too small embedment length may cause shear failure of beams and that enough embedment length can ensure flexural failure with great ductility.With the increase of the area of CFRP strips,the ultimate bearing capacity and stiffness of beams can be greatly improved,while the embedment length has little effect on them.In addition,the comparing results also show that with the same reinforcement amount,NSM technique has a better performance than externally bonded technique." @default.
- W2361245440 created "2016-06-24" @default.
- W2361245440 creator A5054670668 @default.
- W2361245440 date "2011-01-01" @default.
- W2361245440 modified "2023-09-23" @default.
- W2361245440 title "Experimental Study on RC Beams Strengthened with Near Surface Mounted CFRP Strips" @default.
- W2361245440 hasPublicationYear "2011" @default.
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