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- W1625490521 abstract "In the present paper the problem of monotonically compressed concrete columns is studied numerically, accounting for transverse steel reinforcement and concrete cracking. The positive confinement effect of the ties on the core concrete is modeled explicitly and studied in the case of distributed or concentrated vertical load. The main aim is to investigate the influence of transverse reinforcement steel characteristics on the column load carrying capacity and ductility, in order to provide an evaluation about some standards requirements about the class and ductility of steel to be used for ties" @default.
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- W1625490521 date "2010-03-16" @default.
- W1625490521 modified "2023-09-25" @default.
- W1625490521 title "Numerical crack modelling of tied concrete columns" @default.
- W1625490521 cites W1966878142 @default.
- W1625490521 doi "https://doi.org/10.1201/b10546-71" @default.
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