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MATERIAL COMPOSITE IN REPAIRING OF REINFORCED CONCRETE CORBEL

Dr. Ivelina Ivanova, Asso. Prof. Dr. Jules Assih, Asso. Prof. Dr. Dimitar Dontchev

First published: 2017-06-20https://doi.org/10.5593/sgem2017/62/s26.031View metrics

Abstract

This paper describes an experimental analysis of damaged concrete corbel strengthened by gluing carbon fibre composite fabrics. The purpose of the investigation is to study all changes in behaviour and then their contribution to a better understanding of reinforced concrete corbel. Five reinforced concrete corbels are tested under tree-points bending to failure. Four of them are damaged at different load level up to 80% before strengthening. Test results show that strengthened corbel specimens using glue given an interesting way to significant member performance. The measured load versus strain (with precision strain of electric gauge) in Composite fibre fabrics, steel bar, concrete, is investigated also. In fact, the load versus strain in cross section between column and corbel are plotted. This paper shows that mechanical damage (up to 80%) has few effect on ultimate strength of strengthened reinforced concrete corbel. Carbon fabrics gluing technics could be a convenient and effective method of strengthening of concrete structures in which epoxies and level load steel bar plaid a major role. A theoretical analysis is described the behaviour of bonded reinforced damaged concrete corbel using the damage theory of RC beams.

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Publication details

Title
MATERIAL COMPOSITE IN REPAIRING OF REINFORCED CONCRETE CORBEL
Authors
Dr. Ivelina Ivanova, Asso. Prof. Dr. Jules Assih, Asso. Prof. Dr. Dimitar Dontchev
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 17th International Multidisciplinary Scientific GeoConference SGEM2017, Nano, Bio and Green - Technologies for a Sustainable Future
Publisher
STEF92 Technology
Year
2017
Pages
239-246
SWS Citekey
IVANOVA201726239246
ISSN
1314-2704
ISBN
978-619-7408-13-3
Language
en
Publication type
Conference Paper
Keywords
References14
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  2. Ivanova I, Assih J (2015) Static and dynamic experimental study of strengthened reinforced short concrete corbel by using carbon fabrics, crack path in shear zone, Frattura ed Integrita Struttura, 9(34):90-98.

  3. Ivanova I, Assih J, Li A, Dontchev D, Delmas Y (2015) Experimental investigation into strengthened short reinforced concrete corbels by bonding carbon fiber fabrics. Journal of Adhesion Science and Technology, 29(20):2176-2189.

  4. Corry RW, Dolan CW (2001) Strengthening and Repair of a Column Bracket Using a Carbon Fiber Reinforced Polymer (CFRP) Fabric, Pci journal. 54-63.

  5. Campione G, Mendola LL, Papia M (2005) Flexural Behaviour of Concrete Corbels Containing Steel Fibers or Wrapped with FRP Sheets. Materials and Structures. 38:617- 625.

  6. Elgwady MA, Rabié M, Mostafa MT (2005) Strengthening of corbels using CFRP an experimental program, Building and Structural Engineering, Cairo University, Giza, Egypt.

  7. Ahmad S, Shah A, Nawaz A, Salimullah K (2010) Shear Strengthening of Corbels with Carbon Fibre Reinforced Polymers (CFRP), Materiales de Con-strucción, 299(60): 79-97.

  8. Mohamad-Ali AA, Attiya MA (2012) Experimental behavior of reinforced concrete corbels strengthened with carbon fibre reinforced polymer strips. Basrah Journal for Engineering Science, p.31-45.

  9. Ivanova I, Assih J, Li A, Dontchev D, Delmas Y (2015) Le renforcement et la réparation de console courte en béton armé par la technique de collage de matériaux composites, 33ème Rencontres Universitaires de Génie Civil, Bayonne, France.

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  12. ACI Committee 440 (2000) Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. American Concrete Institute, Farmington Hills, Mich.

  13. AFGC (2011) Réparation et renforcement des structures en béton au moyen des matériaux composites – Recommandations provisoires. Bulletin scientifique et technique de l’AFGC.

  14. Quiertant M, Benzarti K (2012) Matériaux composites pour le renforcement des structures de génie civil, Revue des composites et des matériaux avancés Vol.22 N° 2

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