Title of article :
External reinforcement of high strength concrete columns
Author/Authors :
M.N.S. Hadi، نويسنده , , J. Li، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2004
Pages :
9
From page :
279
To page :
287
Abstract :
With the technology development on the compressive strength of concrete over the years, the use of high strength concrete has proved most popular in terms of economy, superior strength, stiffness and durability due to many advantages it could offer. However, strength and ductility are inversely proportional [J. Mater. Civil Eng. 11 (1999) 21]. High strength concrete is a brittle material causing failure to be quite sudden and `explosiveʹ under loads. It is also known that structural concrete columns axially compressed rarely occur in practice. The stress concentrations caused by the eccentric loading further reduce the strength and ductility of high strength concrete. Therefore, studies for high strength concrete columns under eccentric loading are essential for the practical use. This paper experimentally investigates a number of high strength concrete columns that are externally reinforced with galvanised steel straps and fibre-reinforced polymers subjected to concentric and eccentric loading. The experimental results show that external reinforcement can enhance the properties of high strength concrete columns.
Keywords :
Eccentric loading , Columns , External reinforcement , Galvanised steel straps , High strength concrete , Fibre reinforced polymers
Journal title :
COMPOSITE STRUCTURES
Serial Year :
2004
Journal title :
COMPOSITE STRUCTURES
Record number :
1340133
Link To Document :
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