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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

Influence of the degree of damage and confinement materials on the seismic behavior of RC beam-SRC column composite joints

TL;DR: In this paper, the seismic behavior of reinforced concrete (RC) beam-steel-reinforced concrete (SRC) column composite joints strengthened with carbon fiber reinforced polymer (CFRP) sheets and enveloped steel jackets (ESJ) was investigated.
Journal ArticleDOI

Static and Cyclic Compressive Properties of Self-Compacting Concrete-Filled Flax Fiber–Reinforced Polymer Tubes

TL;DR: In this paper, natural fiber (i.e., flax fiber) reinforced epoxy (FFRP) plates and tubes with a filament winding process were prepared with a self-compacting concrete and tested in terms of static and cyclic compressive properties.
Journal ArticleDOI

FRP Confinement of Heat-Damaged Circular RC Columns

TL;DR: In this article, the authors investigated the effect of using fiber reinforced polymer (FRP) sheets in confining heat-damaged columns, 15 circular RC column specimens were tested under axial compression.
Journal ArticleDOI

A continuum theory of through–the–thickness jacketed shells for the elasto-plastic analysis of confined composite structures: Theory and numerical assessment

TL;DR: In this paper, a generalized shell formulation for the triaxial stress analysis of Through-the-Thickness (TT) confining mechanisms induced by TT Jacketing (TTJ) devices in laminated composite structures, such as masonry walls retrofitted by stirrups-tied FRP sheets and TT jacketed concrete sandwich panels, is proposed.
Journal ArticleDOI

A model for ultimate bearing capacity of PVC-CFRP confined concrete column with reinforced concrete beam joint under axial compression

TL;DR: In this paper, a model for estimating the ultimate bearing capacity of reinforced concrete beam joints (PCRJ) subjected to axial compression was suggested, and it agreed well with test data.
References
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Journal ArticleDOI

Design-oriented stress–strain model for FRP-confined concrete

TL;DR: In this paper, a new design-oriented stress-strain model is proposed for concrete confined by FRP wraps with fibres only or predominantly in the hoop direction based on a careful interpretation of existing test data and observations.
Journal ArticleDOI

Compressive Behavior of Concrete Confined by Carbon Fiber Composite Jackets

TL;DR: In this paper, axial compression test results of 27 concrete cylinders confined by carbon fiber reinforced polymer composite jackets were described, and the failure of the confined concrete was dominated by the rupture of the jacket at an average strain much smaller than the ultimate strain obtained from tension tests of flat coupons.
Journal ArticleDOI

Effect of Column Parameters on FRP-Confined Concrete

TL;DR: In this article, the effect of shape, length, and bond on FRP-confined concrete columns is studied and a modified confinement ratio that is a function of the corner radius and the jacket's hoop strength is calculated.
Journal ArticleDOI

Analysis-oriented stress–strain models for FRP–confined concrete

TL;DR: In this article, a critical review and assessment of existing analysis-oriented models for FRP-confined concrete is presented; this database includes 23 new tests which have not previously been published.
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