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- W2385536706 abstract "The purpose of the paper is researching ductility behavior of two kinds of CFRP-confined columns with different stirrup spacing in the plastic hinge zone.Based on the test data of four high strength concrete columns tested under low-frequency cyclic lateral loading,the ductility coefficient,energy dissipation and stiffness degradation were compared.In order to quantify the confinement provided by the stirrups and CFRP sheets and compare the confinement effect between different columns,the parameter λe was defined in this paper.The results show that the CFRP-confined column with larger stirrup spacing(150 mm)exhibits higher ductility performance than the contrast column with smaller stirrup spacing(100 mm),but has lower ductility behavior than the CFRP-confined column with larger stirrup spacing.Along with the increase of the parameter λe value,the confinement caused by the stirrups and CFRP sheets is becoming stronger and stronger and the column ductility behavior is becoming better and better.In the actual strengthening project,when the human factors cause the stirrup spacing of column increased in the plastic hinge zone,the method of the wrapped CFRP sheets can be used to remedy the insufficient ductility,the ductility of strengthened column can exceed the level of column with no stirrup defects." @default.
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- W2385536706 date "2012-01-01" @default.
- W2385536706 modified "2023-09-28" @default.
- W2385536706 title "Experimental Study on Ductility of CFRP-Confined High Strength Concrete Columns with Different Stirrup Spacing" @default.
- W2385536706 hasPublicationYear "2012" @default.
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