Skip to main content

Numerical Approaches for the Study of the Bond Behavior of FRP/FRCM Strengthening Systems Externally Applied to Curved Masonry Structures

  • Conference paper
  • First Online:
Proceedings of the International Conference of Steel and Composite for Engineering Structures (ICSCES 2023)

Abstract

This document presents an overview of the studies recently performed by the Authors regarding the numerical simulation of the bond behavior of Fiber Reinforced Polymer (FRP) and Fiber Reinforced Cementitious Matrix (FRCM) strengthening systems in case of applications to curved masonry structures. In the paper are indeed presented and compared among them the different numerical approaches carried out by the Authors and validated with respect to experimental tests. The numerical approaches concern both sophisticated and simplified Finite Element models and, moreover, analytical procedures. The comparison among them allows for underlining important issues to account for numerically analyzing the complex phenomena characterizing the interaction between FRP/FRCM strengthening systems and masonry substrate in case of curved structures. In particular, it is emphasized the influence of stresses acting normal to the substrate at the interface between strengthening and masonry in case of FRP, and between strengthening and matrix in case of FRCM, on the bond mechanism.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Bellini, A., Mazzotti, C.: A review on the bond behavior of FRP composites applied on masonry substrates. RILEM Tech. Lett. 2, 74–82 (2017). https://doi.org/10.21809/rilemtechlett.2017.40

  2. de Felice, G., et al.: Mortar-based systems for externally bonded strengthening of masonry. Mater. Struct. 47(12), 2021–2037 (2014). https://doi.org/10.1617/s11527-014-0360-1

    Article  Google Scholar 

  3. Misseri, G., Stipo, G., Rovero, L.: Bond behaviour of PBO FRCM on curved masonry substrates. In: Ilki, A., Ispir, M., Inci, P. (eds.) 10th International Conference on FRP Composites in Civil Engineering, pp. 2060–2072. Springer International Publishing, Cham (2022)

    Chapter  Google Scholar 

  4. Rotunno, T., Fagone, M., Grande, E., Milani, G.: FRCM-to-masonry bonding behaviour in the case of curved surfaces: experimental investigation. Compos. Struct. 313, 116913 (2023). https://doi.org/10.1016/j.compstruct.2023.116913

    Article  Google Scholar 

  5. Rotunno, T., Fagone, M., Bertolesi, E., Grande, E., Milani, G.: Curved masonry pillars reinforced with anchored CFRP sheets: an experimental analysis. Compos. Part B Eng. 174, 107008 (2019). https://doi.org/10.1016/j.compositesb.2019.107008

    Article  Google Scholar 

  6. Fabbrocino, F., Formisano, A., Grande, E., Milani, G.: Bond mechanism of FRPs externally applied to curved masonry structures: experimental outcomes and numerical modeling. Key Eng. Mater. 817, 105–111 (2019)

    Article  Google Scholar 

  7. Basilio, I., Fedele, R., Lourenço, P.B., Milani, G.: Assessment of curved FRP-reinforced masonry prisms: experiments and modeling. Constr Build Mater 51, 492–505 (2014).https://doi.org/10.1016/j.conbuildmat.2013.11.011

  8. Grande, E., Milani, G.: Modeling of FRP-strengthened curved masonry specimens and proposal of a simple design formula. Compos. Struct. 158, 281–290 (2016). https://doi.org/10.1016/j.compstruct.2016.09.017

    Article  Google Scholar 

  9. Bertolesi, E., Milani, G., Fagone, M., Rotunno, T., Grande, E.: Heterogeneous FE model for single lap shear tests on FRP reinforced masonry curved pillars with spike anchors. Constr. Build. Mater. 258, 119629 (2020). https://doi.org/10.1016/j.conbuildmat.2020.119629

    Article  Google Scholar 

  10. Grande, E., Milani, G.: Modeling of FRCM strengthening systems externally applied on curved masonry substrates. Eng. Struct. 233, 111895 (2021). https://doi.org/10.1016/J.ENGSTRUCT.2021.111895

    Article  Google Scholar 

  11. Grande, E., Milani, G., Formisano, A., Ghiassi, B., Fabbrocino, F.: Bond behaviour of FRP strengthening applied on curved masonry substrates: numerical study. Int. J. Mason. Res. Innov. 5, 303–320 (2020). https://doi.org/10.1504/IJMRI.2020.107980

    Article  Google Scholar 

  12. Castellano, A., Fraddosio, A., Oliveira, D.V., Piccioni, M.D., Ricci, E., Sacco, E.: An effective numerical modelling strategy for FRCM strengthened curved masonry structures. Eng. Struct. 274, 115116 (2023). https://doi.org/10.1016/J.ENGSTRUCT.2022.115116

    Article  Google Scholar 

  13. Bertolesi, E., Milani, G., Fagone, M., Rotunno, T., Grande, E.: Micro-mechanical FE numerical model for masonry curved pillars reinforced with FRP strips subjected to single lap shear tests. Compos. Struct. 201, 916–931 (2018). https://doi.org/10.1016/j.compstruct.2018.06.111

    Article  Google Scholar 

  14. Milani, G., Fagone, M., Rotunno, T., Grande, E., Bertolesi, E.: Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars. Compos. Struct. 241, 112074 (2020). https://doi.org/10.1016/j.compstruct.2020.112074

    Article  Google Scholar 

  15. Bertolesi, E., Milani, G., Grande, E., Fagone, M., Rotunno, T.: Delamination of FRP reinforced curved masonry pillars: Experimentation and advanced numerical analyses. In: AIP Conference Proceedings (2018)

    Google Scholar 

  16. Malena, M.: Closed-form solution to the debonding of mortar based composites on curved substrates. Compos. Part B Eng. 139, 249–258 (2018). https://doi.org/10.1016/J.COMPOSITESB.2017.11.044

    Article  Google Scholar 

  17. Grande, E., Fagone, M., Rotunno, T., Bertolesi, E., Milani, G.: Coupled interface-based modelling approach for the numerical analysis of curved masonry specimens strengthened by CFRP. Compos. Struct. 200, 498–506 (2018). https://doi.org/10.1016/j.compstruct.2018.05.118

    Article  Google Scholar 

  18. Grande, E., Bertolesi, E., Milani, G., Rotunno, T., Fagone, M.: Curved masonry supports strengthened with TRM materials: advanced Fe modelling, p. 080006 (2022)

    Google Scholar 

  19. Malena, M., de Felice, G.: Debonding of composites on a curved masonry substrate: experimental results and analytical formulation. Compos. Struct. 112, 194–206 (2014). https://doi.org/10.1016/j.compstruct.2014.02.004

    Article  Google Scholar 

  20. Grande, E., Fagone, M., Rotunno, T., Milani, G.: Modeling of shear-lap tests of flat and curved masonry specimens strengthened by FRCM. Structures 52, 437–448 (2023). https://doi.org/10.1016/j.istruc.2023.04.014

    Article  Google Scholar 

  21. Khatir, A., Capozucca, R., Magagnini, E., Khatir, S., Bettucci, E.: Structural health monitoring for RC beam based on RBF neural network using experimental modal analysis. In: Capozucca, R., Khatir, S., Milani, G. (eds.) Proceedings of the International Conference of Steel and Composite for Engineering Structures. ICSCES 2022. LNCE, vol. 317, pp. 82–92. Springer, Cham (2023). https://doi.org/10.1007/978-3-031-24041-6_7

  22. Capozucca, R., Khatir, A., Magagnini, E.: Experiences on anchorage systems for FRP rods. In: Capozucca, R., Khatir, S., Milani, G. (eds.) Proceedings of the International Conference of Steel and Composite for Engineering Structures. ICSCES 2022. LNCE, vol 317, pp. 48–58. Springer, Cham (2023). https://doi.org/10.1007/978-3-031-24041-6_4

  23. Bettucci, E., Capozucca, R., Khatir, A., Khatir, S., Magagnini, E.: Concrete plates reinforced with embedded CFRP rods and carbon/steel strips. In: Capozucca, R., Khatir, S., Milani, G. (eds.) Proceedings of the International Conference of Steel and Composite for Engineering Structures. ICSCES 2022. Lecture Notes in Civil Engineering, vol 317, pp. 70–81. Springer, Cham (2023). https://doi.org/10.1007/978-3-031-24041-6_6

  24. Khatir, A., Tehami, M.: Finite element analysis of local buckling of steel-concrete continuous composite beams. In: Proceeding of the 2015 congress on Advanced in Structural Engineering and Mechanics (ASEM15). https://doi.org/10.13140/RG.2.1.2107.5606

  25. Khatir, A., Tehami, M., Khatir, S., Abdel Wahab, M.: republished paper. multiple damage detection and localization in beam-like and complex structures using co-ordinate modal assurance criterion combined with firefly and genetic algorithms. J. Vibroeng. 20(1), 832–842 (2018). https://doi.org/10.21595/jve.2016.19719

  26. Grande, E., Fagone, M., Rotunno, T., Bertolesi, E., Milani, G.: Modelling of the bond behaviour of curved masonry specimens strengthened by CFRP with anchor spikes. Compos. Part B Eng. 171, 235–245 (2019). https://doi.org/10.1016/j.compositesb.2019.04.027

    Article  Google Scholar 

  27. Bertolesi, E., Milani, G., Grande, E., Fagone, M., Rotunno, T.: Numerical analysis of the bond behavior of FRP applied to masonry curved substrates with anchor spikes. InCarcaterra, A., Paolone, A., Graziani, G. (eds) Proceedings of XXIV AIMETA Conference 2019. AIMETA 2019. LNME, pp2149–2161. Springer, Cham (2020). https://doi.org/10.1007/978-3-030-41057-5_171

  28. Grande, E., Milani, G.: Interface modeling approach for the study of the bond behavior of FRCM strengthening systems. Compos Part B Eng. 141, 221–233 (2018)https://doi.org/10.1016/j.compositesb.2017.12.052

  29. Grande, E., Milani, G.: Numerical simulation of the tensile behavior of FRCM strengthening systems. Compos. Part B Eng. 189, 107886 (2020). https://doi.org/10.1016/j.compositesb.2020.107886

    Article  Google Scholar 

  30. Achouri, F., Khatir, A., Smahi, Z., et al.: Structural health monitoring of beam model based on swarm intelligence-based algorithms and neural networks employing FRF. J. Braz. Soc. Mech. Sci. Eng. 45, 621 (2023). https://doi.org/10.1007/s40430-023-04525-y

    Article  Google Scholar 

  31. Khatir, A., et al.: A new hybrid PSO-YUKI for double cracks identification in CFRP cantilever beam. Compos. Struct. 311, 116803 (2023)

    Article  Google Scholar 

  32. Rotunno, T., Fagone, M., Bertolesi, E., Grande, E., Milani, G.: Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips. Compos. Struct. 200, 434–448 (2018). https://doi.org/10.1016/j.compstruct.2018.05.097

    Article  Google Scholar 

  33. The Mathworks, Inc. MATLAB, Version 9.0 2016 (2016) MATLAB - MathWorks - MATLAB. www.mathworks.com/products/matlab

  34. Dassault Systèmes (2014) ABAQUS 6.14 Getting Started with Abaqus: Interactive Edition. ABAQUS 614 Get Started

    Google Scholar 

  35. Milani, G., Grande, E., Rotunno, T., Fagone, M.: Semi-analytical approach for curved masonry pillars reinforced with FRCM. under Rev (2023)

    Google Scholar 

  36. Pari, M., Swart, W., van Gijzen, M.B., Hendriks, M.A.N., Rots, J.G.: Two solution strategies to improve the computational performance of sequentially linear analysis for quasi-brittle structures. Int. J. Numer. Methods Eng. 121, 2128–2146 (2020). https://doi.org/10.1002/nme.6302

    Article  MathSciNet  Google Scholar 

  37. Yu, C., Hoogenboom, P.C.J., Rots, J.G.: Incremental sequentially linear analysis to control failure for quasi-brittle materials and structures including non-proportional loading. Eng. Fract. Mech. 202, 332–349 (2018). https://doi.org/10.1016/j.engfracmech.2018.07.036

    Article  Google Scholar 

  38. Milani, G.: Semi-analytical mechanical model for FRCM-to-substrate shear bond tests. Compos. Part B Eng. 266, 110983 (2023). https://doi.org/10.1016/j.compositesb.2023.110983

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mario Fagone .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2024 The Author(s), under exclusive license to Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Grande, E., Rotunno, T., Fagone, M., Milani, G. (2024). Numerical Approaches for the Study of the Bond Behavior of FRP/FRCM Strengthening Systems Externally Applied to Curved Masonry Structures. In: Benaissa, B., Capozucca, R., Khatir, S., Milani, G. (eds) Proceedings of the International Conference of Steel and Composite for Engineering Structures. ICSCES 2023. Lecture Notes in Civil Engineering, vol 486. Springer, Cham. https://doi.org/10.1007/978-3-031-57224-1_2

Download citation

  • DOI: https://doi.org/10.1007/978-3-031-57224-1_2

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-031-57223-4

  • Online ISBN: 978-3-031-57224-1

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics