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- W2370682857 abstract "This paper aims to study the stress and distorted performance of reinforced concrete shaped columns strengthened with CFRP,and discusses the quantitative relation between the component section,geometric parameter,materials strength,material usage and flange tensioned T-shaped columns,compressing and bending resistance bearing capacity.According to the contrast test of monotone once short period feed between identical section using different ratio of reinforcement and craft specimen with CFRP,analyse the influencing factors on the structure bearing compacity and tensibility,etc;and utilizing the relation between force balance and material constitutive relationship,establish the calculated mechanical model of the structure bearing capacity.In response to the experimental results,achieve the contrast relational curve including load-column,deflection,material strain-load;and obtain the compressing resistance calculated formula of reinforced concrete T-shaped columns strengthened with CFRP.The reinforced system is so feasible to increase right section,compressing and bending resistance bearing capacity.In the future,we may draw lessons of the calculated formula of reinforced concrete T-shaped columns strengthened with CFRP." @default.
- W2370682857 created "2016-06-24" @default.
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- W2370682857 date "2007-01-01" @default.
- W2370682857 modified "2023-09-25" @default.
- W2370682857 title "Experimental Study on Reinforced Concrete Flange Tensioned T-shaped Columns Strengthened with CFRP" @default.
- W2370682857 hasPublicationYear "2007" @default.
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