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- W2362895460 abstract "Seven R.C beams including three CFRP strengthened beams,three CFRP-steel plate composite strengthened beams,and one control beam were tested at different preloaded levels.The flexural behavior of the strengthened R.C beams and the effects of the different preloaded levels on flexural behavior were investigated.Both the experimental and analytical results indicate that ultimate load-carrying capacity of the CFRP-strengthened beams are enhanced evidently,but yield load and stiffness before main reinforcements yield are hardly enhanced,and the preloaded levels have an obvious effect on limit value of load-carrying capacity,the higher the preload level is,the smaller limit value of load-carrying capacity is;However the load carrying capacity and stiffness of all the composite strengthened beams are enhanced evidently and the damage has preferably ductility.The limit value of load-carrying capacity is more than that of beams with single material and reaches 113.13%-147.23%.The preload levels have a scarcely effect on load-carrying capacity of the all strengthened beams,but the preload levels have an obvious effect on the serviceability performance of the all strengthened beams.So before being strengthened,the preloaded should be unloaded in actual strengthening projects." @default.
- W2362895460 created "2016-06-24" @default.
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- W2362895460 date "2010-01-01" @default.
- W2362895460 modified "2023-09-26" @default.
- W2362895460 title "Effect of different preloaded states on flexural behavior of reinforced concrete beams strengthened with CFRP or CFRP-steel combined plates" @default.
- W2362895460 hasPublicationYear "2010" @default.
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