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Mechanical behavior of RC beams reinforced by externally bonded CFRP sheets

Ferrier, E. / Avril, S. / Hamelin, P. / Vautrin, A.

Abstract It is technologically possible to strengthen steel reinforced concrete structures by bonding externally carbon epoxy sheets. Few results exist on the mechanical behavior of strengthened structures subjected to service loads. Consequently, large safety factors are taken into account, most of all concerning the limitation of steel stresses. In order to provide a more accurate characterization of their serviceability, beams are investigated by utilizing a full-field optical measurement technique. The results lead to an original analysis of cracks growth and opening in unstrengthened and strengthened beams.

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Mechanical behavior of RC beams reinforced by externally bonded CFRP sheets

Ferrier, E. / Avril, S. / Hamelin, P. / Vautrin, A.

Abstract It is technologically possible to strengthen steel reinforced concrete structures by bonding externally carbon epoxy sheets. Few results exist on the mechanical behavior of strengthened structures subjected to service loads. Consequently, large safety factors are taken into account, most of all concerning the limitation of steel stresses. In order to provide a more accurate characterization of their serviceability, beams are investigated by utilizing a full-field optical measurement technique. The results lead to an original analysis of cracks growth and opening in unstrengthened and strengthened beams.

Mechanical behavior of RC beams reinforced by externally bonded CFRP sheets

Ferrier, E. / Avril, S. / Hamelin, P. / Vautrin, A.

Abstract It is technologically possible to strengthen steel reinforced concrete structures by bonding externally carbon epoxy sheets. Few results exist on the mechanical behavior of strengthened structures subjected to service loads. Consequently, large safety factors are taken into account, most of all concerning the limitation of steel stresses. In order to provide a more accurate characterization of their serviceability, beams are investigated by utilizing a full-field optical measurement technique. The results lead to an original analysis of cracks growth and opening in unstrengthened and strengthened beams.

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Title:

Mechanical behavior of RC beams reinforced by externally bonded CFRP sheets

Contributors:

Ferrier, E. (author) / Avril, S. (author) / Hamelin, P. (author) / Vautrin, A. (author)

Published in:

Materials and Structures ; 36

Publication date:

2003

ISSN:

DOI:

https://doi.org/10.1007/BF02480829

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Grid Method , Beam Curvature , Crack Width , Concrete Beam , Carbon Fibre Reinforce Plastic

Classification:

BKL: 56.45 Baustoffkunde / 51.30 Werkstoffprüfung, Werkstoffuntersuchung
Local classification TIB: 275/6500 / 250/6500

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