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Estado actual del refuerzo mediante FRP de elementos, de sección rectangular, sometidos a compresión simple

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The article was published on 2012-01-19 and is currently open access. It has received 0 citations till now.

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Effect of corner radius on the performance of CFRP-confined square concrete columns: Test

TL;DR: In this article, the effect of corner radius on the strength and ductility of fiber-reinforced concrete columns was investigated, and it was revealed that confinement provided by a jacket with sharp corners is insignificant in increasing the strength of columns but significant in increasing their ductility.
Journal ArticleDOI

Stress-Strain Model for Confined High-Strength Concrete

TL;DR: In this paper, a stress-strain model for confined high-strength concrete has been developed and calibrated against the test results from 50 large-scale high strength concrete tied columns tested under concentric loading.
Journal ArticleDOI

Stress-strain model for concrete confined by FRP composites

TL;DR: In this article, a stress-strain model for concrete confined by fiber reinforced polymer (FRP) composites is developed, based on the results of a comprehensive experimental program including large-scale circular, square and rectangular short columns confined by carbon/epoxy and E-glass/polyethylene (E-glass) jackets providing a wide range of confinement ratios.
Journal ArticleDOI

FRP Retrofit of Low and Medium Strength Circular and Rectangular Reinforced Concrete Columns

TL;DR: In this article, 68 reinforced concrete columns were tested under uniaxial compression after being jacketed externally with carbon fiber-reinforced polymer (CFRP) sheets.
Journal ArticleDOI

Strength of short concrete columns confined with CFRP sheets

TL;DR: In this article, the confinement of concrete columns provided by carbon fiber reinforced plastic (CFRP) sheets can be an efficient technique for their structural strengthening and the principal advantages of this technique are the high strength-to-weight ratio, good fatigue properties, non-corroding characteristics of the CFRP, and the facility of its application.