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Round Robin Test for composite-to-brick shear bond characterization

  • RILEM TECHNICAL COMMITTEE
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Abstract

The paper presents the experience of a working group within the RILEM Technical Committee 223-MSC ‘Masonry Strengthening with Composite materials’, aimed at developing a standardized, reliable procedure for characterizing the bonding mechanism of masonry elements strengthened with composite materials under shear actions. Twelve laboratories from European universities and research centers were involved. Two different set-ups were compared, for single-lap and double-lap shear tests (the latter in two versions). Four kinds of fiber fabrics, i.e., glass, carbon, basalt and steel, were applied with epoxy resins (wet lay-up system) to clay brick units, for a total of 280 monotonic tests. The results provided information regarding the response of externally bonded-to-brick composites in terms of observed failure mechanisms, load capacity, effective transfer length, and bond shear stress–slip behavior. The test results of the 12 laboratories constitute a set of statistically representative data which may conveniently be used for setting appropriate design provisions and guidelines.

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Acknowledgments

The authors would like to thank the companies which supported the whole experimental project: Fidia Technical Global Service and SGM Laboratory, Perugia (Italy), for providing composite materials and for making available facilities for making specimens, respectively; and SanMarco-Terreal Italia, Noale (Venice, Italy) for providing the bricks. In particular, grateful thanks also go to those members of the above companies involved in the project: Paolo Casadei (Fidia Technical Global Service, Italy) and Franco Favaro (SanMarco-Terreal Italia, Italy), as well as all the experts, laboratory technicians and undergraduates and Ph.D. students from the participating institutions, including: Stanisław Kańka (Cracow University of Technology, Poland); Alberto Zinno, Gaetano Manfredi (University of Naples, Italy); Kyriakos Karlos (University of Patras, Greece); Samuele Biondi, Ana Di Evangelista, Elena Candigliota, Carlo Di Cintio (University “G. D’Annunzio” of Chieti – Pescara, Italy); Giuseppe Paci, Antonio Borri, Alessio Molinari (University of Perugia, Italy); Zila Rinaldi (University of Roma Tor Vergata, Italy); Maura Imbimbo (University of Cassino and Southern Lazio); Irene Carbone (University Roma Tre, Italy); Maria Antonietta Aiello (University of Salento, Italy); José-Tomás San-José, Pello Larrinaga, Josu Lucena (Tecnalia Research & Innovation, Spain).

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Authors and Affiliations

  1. Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, 35131, Padua, Italy

    Maria Rosa Valluzzi (Chair)

  2. Department of Civil Engineering, ISISE, University of Minho, Guimaraes, Portugal

    Daniel V. Oliveira & Paulo B. Lourenço

  3. Department of Civil Engineering, University of Roma Tor Vergata, Rome, Italy

    Angelo Caratelli & Ugo Ianniruberto

  4. Department of Civil and Environmental Engineering, University of Perugia, Perugia, Italy

    Giulio Castori & Marco Corradi

  5. Department of Structures, University Roma Tre, Rome, Italy

    Gianmarco de Felice & Marialaura Malena

  6. Tecnalia Research & Innovation, Bilbao, Spain

    David Garcia & Leire Garmendia

  7. Department of Civil and Mechanical Engineering, University of Cassino and Southern Lazio, Cassino, Italy

    Ernesto Grande & Elio Sacco

  8. Faculty of Civil Engineering, Cracow University of Technology, Cracow, Poland

    Arkadiusz Kwiecień & Bogusław Zając

  9. Department of Engineering for Innovation, University of Salento, Lecce, Italy

    Marianovella Leone & Francesco Micelli

  10. Department of Structural Engineering, University of Naples “Federico II”, Naples, Italy

    Gian Piero Lignola & Andrea Prota

  11. Department of Civil Engineering, University of Patras, Patras, Greece

    Catherine G. Papanicolaou & Thanasis C. Triantafillou

  12. Department of Engineering and Geology, University of Chieti-Pescara “G. D’Annunzio”, Pescara, Italy

    Alberto Viskovic & Gina Zuccarino

  13. Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, 35131, Padua, Italy

    Enrico Garbin & Matteo Panizza

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  1. Maria Rosa Valluzzi
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  2. Daniel V. Oliveira
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  3. Angelo Caratelli
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  4. Giulio Castori
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  5. Marco Corradi
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  7. Enrico Garbin
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  8. David Garcia
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  9. Leire Garmendia
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  10. Ernesto Grande
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  11. Ugo Ianniruberto
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  12. Arkadiusz Kwiecień
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  13. Marianovella Leone
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  14. Gian Piero Lignola
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  15. Paulo B. Lourenço
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  16. Marialaura Malena
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  17. Francesco Micelli
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  18. Matteo Panizza
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  19. Catherine G. Papanicolaou
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  20. Andrea Prota
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  21. Elio Sacco
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  22. Thanasis C. Triantafillou
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  23. Alberto Viskovic
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  24. Bogusław Zając
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  25. Gina Zuccarino
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Corresponding author

Correspondence to Maria Rosa Valluzzi.

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Valluzzi, M.R., Oliveira, D.V., Caratelli, A. et al. Round Robin Test for composite-to-brick shear bond characterization. Mater Struct 45, 1761–1791 (2012). https://doi.org/10.1617/s11527-012-9883-5

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