FEM Analysis on Concrete Column Confined by Straps of BFRP Sheets

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Abstract:

More attention has been paid on the technology of BFRP in civil engineering due to it’s unique properties, such as high strength-to-weight radio, good resistance to corrosion and convenient to construction. In order to study the properties of BFRP sheets confined concrete column ,we did it through three groups of columns subjected to axial loading tests and FEM analyses, mainly considering the effect of spacing of straps of BFRP sheets confining concrete column.The results shows that the axial compressive strength and ductility of concrete column winded by BFRP straps have all increased and the process of destruction of concrete column wrapped by BFRP is longer than that of the unconfined concrete column.

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Periodical:

Advanced Materials Research (Volumes 639-640)

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1083-1086

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Online since:

January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] LU XinZheng, FENG Peng,YE LiePing, Behavior of FRP-confined concrete columns under uniaxial loading, China civil engineering journal, 2(2003) 46-51

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[2] Code for design of concrete structures(GB50010-2010),China architecture and building press,Bei jing,2011.

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