Computers and Concrete
Volume 3, Number 4, 2006, pages 235-248
DOI: 10.12989/cac.2006.3.4.235
A numerical analysis of compressive strength ofrnrectangular concrete columns confined by FRP
Huei-Jeng Lin, Chin-I Liao and Chin Yang
Abstract
This investigation presents an analysis procedure for simulating the compressive behavior of a rectangular concrete column confined by fiber-reinforced plastic (FRP) under uniaxial load. That is, the entire stress-strain curve can be drawn through the present analysis procedure. The modified Mander
Key Words
concrete; rectangular column; fiber reinforced plastic (FRP); reinforcement; confined; finite element method (FEM).
Address
Department of Engineering Science and Ocean Engineering National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei 106, Taiwan