Huei-Jeng Lin Chin-I Liao Chin Yang

A numerical analysis of compressive strength of rectangular concrete columns confined by FRP - 235-248 p.

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

1598-8198


Concrete
Rectangular Column
Fiber Reinforced Plastic (FRP)
Reinforcement
Confined
Finite Element Method (FEM)