Experimental investigation into the behaviour of high slender concrete columns reinforced with CFRP and subjected to cyclic eccentric compression-Reference-Cited by-同舟云学术

Experimental investigation into the behaviour of high slender concrete columns reinforced with CFRP and subjected to cyclic eccentric compression

Published:2019-09-23 Issue: Volume: Page:1-25
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Si Youcef Youcef¹,Attari Nasser Edine¹,Amziane Sofiane²

Affiliation:

1. LVAP, Ecole Polytechnique d'Architecture et d'Urbanisme, Alger, Algeria;

2. LAMI, Polytech'Clermont, Université Blaise Pascal, Aubière, France

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2019.1664638

Reference51 articles.

1. Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets

2. Ductility of slender reinforced concrete columns under monotonic flexure and constant axial load

3. General cohesive zone model for prediction of interfacial stresses induced by intermediate flexural crack of FRP-plated RC beams

4. Chaallal, O., Shahawy, M. & Al-Saad, A. (2000). Behaviour of axially loaded short rectangular columns strengthened with CFRP composite wrapping. FDOT Structures Research Center Tallahassee.

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