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Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented model

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TLDR
In this article, the authors present a comprehensive test database constructed from the results of axial compression tests on 832 circular FRP-confined concrete specimens published in the literature.
Abstract
A large number of experimental studies have been conducted over the last two decades to understand the behavior of FRP-confined concrete columns. This paper presents a comprehensive test database constructed from the results of axial compression tests on 832 circular FRP-confined concrete specimens published in the literature. The database was assembled through an extensive review of the literature that covered 3042 test results from 253 experimental studies published between 1991 and the middle of 2013. The suitability of the results for the database was determined using carefully chosen selection criteria to ensure a reliable database. This database brings reliable test results of FRP-confined concrete together to form a unified framework for future reference. Close examination of the test results reported in the database led to a number of important observations on the influence of important parameters on the behavior of FRP-confined concrete. A new design-oriented model that was developed to quantify these observations is presented in the final part of the paper. It is shown that the predictions of the proposed model are in close agreement with the test results and the model provides improved predictions of the ultimate conditions of FRP-confined concrete compared to any of the existing models.

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Journal ArticleDOI

Confinement Model for FRP-Confined High-Strength Concrete

TL;DR: In this paper, the axial compressive behavior of fiber-reinforced polymer (FRP) composites for high-strength concrete (HSC) has been investigated.
Journal ArticleDOI

Stress–strain model for normal- and light-weight concretes under uniaxial and triaxial compression

TL;DR: In this article, a unified confinement model for unconfined and confined concretes was developed to predict the peak and residual conditions and the complete stress-strain behavior of unconfining and actively confined concrete.
Journal ArticleDOI

Lateral Strain-to-Axial Strain Relationship of Confined Concrete

TL;DR: In this article, a generic model was proposed to describe the lateral strain-to-axial strain relationship of confined concrete, based on a large number of experimental test results of both fiber-reinforced polymers (FRP) confined and actively confined concretes.
Journal ArticleDOI

General Stress-Strain Model for Steel- and FRP-Confined Concrete

TL;DR: A new and general stress-strain model for concrete confined by steel or fiber reinforced polymer (FRP) is developed in this article, where one additional variable and one constant are added to the well-known Popovics model to control the type and the shape of the stress curve.
Journal ArticleDOI

Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression

TL;DR: In this article, the axial compressive behavior of steel fiber reinforced high-strength concrete (SFRHSC)-filled FRP tubes was investigated under axial compression and axial stress-strain behavior of CFFTs was analyzed.
References
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Journal ArticleDOI

Influence of fiber orientation and specimen end condition on axial compressive behavior of FRP-confined concrete

TL;DR: In this paper, an experimental investigation on the effect of fiber angle and specimen end condition on axial compressive behavior of fiber reinforced polymer (FRP)-confined concrete cylinders was presented.
Journal ArticleDOI

Strength and ductility of concrete cylinders confined with FRP composites

TL;DR: In this paper, the authors analyzed the confinement effect and failure mechanisms of fiber reinforced polymer (FRP) confined concrete cylinders and derived the maximum strength, peak strain, ultimate strength and ultimate strain.
Journal ArticleDOI

Concrete confined by FRP material: a plasticity approach

TL;DR: In this article, a constitutive model based on plasticity theory is applied to steel-confined concrete and modified and calibrated so as to incorporate the dilation characteristics of the carbon fiber-reinforced polymer (FRP)-constrained concrete.
Journal ArticleDOI

Effect of load eccentricity on the stress–strain relationship of FRP-confined concrete columns

TL;DR: In this article, the authors presented an experimental and analytical study of fiber reinforced polymer (FRP) confined circular concrete columns under eccentric loading, and developed a new model for the stress-strain relationship of FRP-confined columns.
Journal ArticleDOI

Unified Strength Model Based on Hoek-Brown Failure Criterion for Circular and Square Concrete Columns Confined by FRP

TL;DR: In this article, a new model based on the Hoek-Brown failure criterion is proposed for evaluating the strength of fiber-reinforced polymer (FRP)-confined concrete columns.
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