Abstract
The study presented in this paper proposes a new theoretical framework to interpret and capture the mechanics of the fiber-reinforced polymer (FRP) confinement of square reinforced concrete (RC) columns subjected to pure compressive loads. The geometrical and mechanical parameters governing the problem are analyzed and discussed. A single-parameter methodology for predicting the axial stress-axial strain curve for FRP-confined square RC columns is described. Fundamentals, basic assumptions, and limitations are discussed. A simple design example is also presented.
| Original language | English |
|---|---|
| Pages (from-to) | 384-392 |
| Number of pages | 9 |
| Journal | Journal of Composites for Construction |
| Volume | 15 |
| Issue number | 3 |
| DOIs | |
| State | Published - May 1 2011 |
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Keywords
- Confinement
- Deformability
- FRP laminates
- Full-scale RC columns
- Strengthening
- Volumetric strain
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Ceramics and Composites
- Mechanical Engineering
- Mechanics of Materials
Cite this
Single-parameter methodology for the prediction of the stress-strain behavior of FRP-Confined RC square columns. / De Luca, Antonio; Nanni, Antonio.
In: Journal of Composites for Construction, Vol. 15, No. 3, 01.05.2011, p. 384-392.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Single-parameter methodology for the prediction of the stress-strain behavior of FRP-Confined RC square columns
AU - De Luca, Antonio
AU - Nanni, Antonio
PY - 2011/5/1
Y1 - 2011/5/1
N2 - The study presented in this paper proposes a new theoretical framework to interpret and capture the mechanics of the fiber-reinforced polymer (FRP) confinement of square reinforced concrete (RC) columns subjected to pure compressive loads. The geometrical and mechanical parameters governing the problem are analyzed and discussed. A single-parameter methodology for predicting the axial stress-axial strain curve for FRP-confined square RC columns is described. Fundamentals, basic assumptions, and limitations are discussed. A simple design example is also presented.
AB - The study presented in this paper proposes a new theoretical framework to interpret and capture the mechanics of the fiber-reinforced polymer (FRP) confinement of square reinforced concrete (RC) columns subjected to pure compressive loads. The geometrical and mechanical parameters governing the problem are analyzed and discussed. A single-parameter methodology for predicting the axial stress-axial strain curve for FRP-confined square RC columns is described. Fundamentals, basic assumptions, and limitations are discussed. A simple design example is also presented.
KW - Confinement
KW - Deformability
KW - FRP laminates
KW - Full-scale RC columns
KW - Strengthening
KW - Volumetric strain
UR - http://www.scopus.com/inward/record.url?scp=79959347683&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=79959347683&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)CC.1943-5614.0000179
DO - 10.1061/(ASCE)CC.1943-5614.0000179
M3 - Article
AN - SCOPUS:79959347683
VL - 15
SP - 384
EP - 392
JO - Journal of Composites for Construction
JF - Journal of Composites for Construction
SN - 1090-0268
IS - 3
ER -