Serviceability limit state of MF-FRP beams

Fabio Nardone, Gian Piero Lignola, Andrea Prota, Gaeatano Manfredi, Antonio Nanni

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Reinforced concrete (RC) structural members are usually strengthened with epoxy bonded pre-cured FRP strips. An innovative strengthening technique application is based on the use of FRP strips, with enhanced bearing strength, attached to concrete substrate by using mechanical fasteners (MF-FRP) in place of epoxy adhesive. The MF-FRP method is a viable technique for strengthening concrete members, particularly where speed of installation and immediacy of use are imperative. Laboratory testing and a number of field applications have shown the effectiveness of such method. An analytical model is discussed for RC beams strengthening using MF-FRP strips. The model accounts for equilibrium, compatibility and constitutive relationships of materials, in particular, it accounts explicitly for the slip between the concrete substrate and the FRP strip due to the behavior of fasteners. The proposed flexural model, coupled with an appropriate computation algorithm, is able to predict the fundamentals of flexural behavior of RC members strengthened with MF-FRP strips in terms of serviceability limit state, such as load vs. deflection curves, strain profiles and curvatures. A comparison between the analytical predictions and the experimental results has been performed to validate the proposed model. The comparison shows a good agreement between the analytical predictions and the experimental results.

Original languageEnglish (US)
Title of host publicationProceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012
PublisherInternational Institute for FRP in Construction (IIFC)
StatePublished - 2012
Event6th International Conference on FRP Composites in Civil Engineering, CICE 2012 - Rome, Italy
Duration: Jun 13 2012Jun 15 2012

Other

Other6th International Conference on FRP Composites in Civil Engineering, CICE 2012
CountryItaly
CityRome
Period6/13/126/15/12

Fingerprint

Reinforced concrete
Fasteners
Concretes
Bearings (structural)
Structural members
Strengthening (metal)
Substrates
Analytical models
Loads (forces)
Adhesives
Testing

Keywords

  • Flexure
  • Mechanical fastening
  • Modeling
  • Reinforced concrete
  • Slip

ASJC Scopus subject areas

  • Polymers and Plastics
  • Civil and Structural Engineering

Cite this

Nardone, F., Lignola, G. P., Prota, A., Manfredi, G., & Nanni, A. (2012). Serviceability limit state of MF-FRP beams. In Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012 International Institute for FRP in Construction (IIFC).

Serviceability limit state of MF-FRP beams. / Nardone, Fabio; Lignola, Gian Piero; Prota, Andrea; Manfredi, Gaeatano; Nanni, Antonio.

Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012. International Institute for FRP in Construction (IIFC), 2012.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Nardone, F, Lignola, GP, Prota, A, Manfredi, G & Nanni, A 2012, Serviceability limit state of MF-FRP beams. in Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012. International Institute for FRP in Construction (IIFC), 6th International Conference on FRP Composites in Civil Engineering, CICE 2012, Rome, Italy, 6/13/12.
Nardone F, Lignola GP, Prota A, Manfredi G, Nanni A. Serviceability limit state of MF-FRP beams. In Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012. International Institute for FRP in Construction (IIFC). 2012
Nardone, Fabio ; Lignola, Gian Piero ; Prota, Andrea ; Manfredi, Gaeatano ; Nanni, Antonio. / Serviceability limit state of MF-FRP beams. Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012. International Institute for FRP in Construction (IIFC), 2012.
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