Prediction of Compressive Behavior of FRP-Confined Concrete Based on the Three-Dimensional Constitutive Laws

- Journal title : Journal of the Korea Concrete Institute
- Volume 16, Issue 4, 2004, pp.501-509
- Publisher : Korea Concrete Institute
- DOI : 10.4334/JKCI.2004.16.4.501

Title & Authors

Prediction of Compressive Behavior of FRP-Confined Concrete Based on the Three-Dimensional Constitutive Laws

Cho Chang-Geun; Kwon Min-ho;

Cho Chang-Geun; Kwon Min-ho;

Abstract

The proposed model can predict the compressive behaviors of concrete confined with fiber reinforced polymer (FRP) jacket. To model confining concrete by FRP jackets, the hypoelasticity-based constitutive law of concrete In tri-axial stress states has been presented. The increment of strength of concrete has been determined by the failure surface of concrete in tri-axial states, and its corresponding peak strain is computed by the strain enhancement factor that is proposed in the present study, Therefore, the newly proposed model is a load-dependent confinement model of concrete wrapped by FRP jackets to compare the previous models which are load-independent confinement models. The behavior of FRP jackets has been modeled using the mechanics of orthotropic laminated composite materials in two-dimension. The developed model is implemented into the incremental analysis of compressive tests. The verification study with several different experiments shows that the model is able to adequately capture the behavior of the compression test by including better estimations of the axial responses as well as the lateral response of FRP-confined concrete cylinders.

Keywords

FRP-confined concrete;compressive behavior;multi-axial constitutive law;laminated composite;

Language

Korean

Cited by

1.

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