Skip to main content

Experimental Investigation on the Effectiveness of Masonry Columns Confinement Using Lime-Based Composite Material

  • Conference paper
  • First Online:
New Metropolitan Perspectives (NMP 2022)

Abstract

In this paper, the former results of an experimental campaign on the confinement effect of masonry square columns with FRCM composites wraps made of a textile embedded in a natural lime-based matrix are presented. The experimental results confirm the effectiveness of such a composite for increasing both the strength and ductility of axially loaded members, despite its low mechanical properties. These results are compared to the numerical ones obtained applying predictive formulas taken from the current literature. However, prediction of the strength increase provided by formulas taken from the literature and from the Italian guideline CNR-DT 215/2018 do not seem capable to fit the results obtained experimentally. The reason of this can be attributed to the very low mechanical properties of the natural matrix used to form the composite. Therefore, considering that the use of a natural matrix, i.e. a sustainable material compatible with the masonry member, is a fundamental requirement for strengthening masonry columns of buildings belonging to the architectural heritage, the authors believe that a subsequent effort should be made from the scientific community involved in this field to derive formulas capable of taking into account even composites made with very weak matrices.

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 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 169.99
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. Alecci, V., Ayala, G., De Stefano, M., Marra, A.M., Nudo, R., Stipo, G.: Influence of the masonry wall thickness on the outcomes of double flat-jack test: experimental and numerical investigation. Constr. Build. Mater. 285, 122912 (2021)

    Article  Google Scholar 

  2. Alecci, V., De Stefano, M., Luciano, R., Marra, A.M., Stipo, G.: Numerical investigation on the use of flat-jack test for detecting masonry deformability. J. Test Eval. 49(1), 537–549 (2020). https://doi.org/10.1520/JTE20190781

  3. Giresini, L., Stochino, F., Sassu, M.: Economic vs environmental isocost and isoperformance curves for the seismic and energy improvement of buildings considering Life Cycle Assessment. Eng. Struct. 233, 111923 (2021). https://doi.org/10.1016/j.engstruct.2021.111923

    Article  Google Scholar 

  4. Galeotti, C., Gusella, F., Orlando, M., Spinelli, P.: On the seismic response of steel storage pallet racks with selective addition of bolted joints. Struct. 34, 3808–3817 (2021). https://doi.org/10.1016/j.istruc.2021.10.001

  5. Gusella, F., Orlando, M.: Analysis of the disipative behavior of steel beams for braces in three-point bending. Eng. Struct. 244, 112717 (2021). https://doi.org/10.1016/j.engstruct.2021.112717

  6. Beconcini, M.L., Cioni, P., Croce, P., Formichi, P., Landi, F., Mochi, C.: Non-linear static analysis of masonry buildings under seismic actions. In: Callaos, N., et al. (eds.) 12th International Multi-conference on Society, Cybernetics and Informatics (IMSCI 2018), International Institute of Informatics and Systemics (IIIS), pp. 126–131. Orlando, Florida, USA (2020)

    Google Scholar 

  7. De Falco, A., Giresini, L., Sassu, M.: Temporary preventive seismic reinforcements on historic churches: numerical modeling of San Frediano in Pisa. Appl. Mech. Mater. 352, 1393–1396 (2013). https://doi.org/10.4028/www.scientific.net/AMM.351-352.1393

    Article  Google Scholar 

  8. Croce, P., et al.: Influence of mechanical parameters on non-linear static analysis of masonry buildings: a relevant case-study. Procedia Struct. Integr. 11, 331–338 (2018). https://doi.org/10.1016/j.prostr.2018.11.043

    Article  Google Scholar 

  9. Borri, A., Grazini, A.: Masonry columns strengthening with FRP materials. In: L. Ceriolo, V. Zerbo (eds.) 2nd Congress on Mechanics of Masonry Structures Strengthened with FRP-materials: Modeling, Testing, Design, Control, pp.193–202. Cortina Ed., Padova (2004)

    Google Scholar 

  10. Corradi, M., Grazini, A., Borri, A.: Confinement of brick masonry with CFRP materials. Compos. Sci. Technol. 67(9), 1772–1783 (2007). https://doi.org/10.1016/j.compscitech.2006.11.002

    Article  Google Scholar 

  11. Krevaikas, T.D., Triantafillou, T.C.: Masonry confinement with fiber-reinforced polymers. J. Compos. Constr. 9(2), 128–135 (2005). https://doi.org/10.1061/(ASCE)1090-0268(2005)9:2(128)

    Article  Google Scholar 

  12. Campione, G., Miraglia, N.: Strength and strain capacities of concrete compression members reinforced with FRP. Cement Concrete Comp. 25(1), 31–41 (2003). https://doi.org/10.1016/S0958-9465(01)00048-8

    Article  Google Scholar 

  13. Mander, J.B., Priestley, M.J.N., Park, R.: Theoretical stress-strain model for confined concrete. J. Struct. Eng. ASCE 114(8), 1804–1826 (1988). https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)

    Article  Google Scholar 

  14. Alecci, V., Barducci, S., De Stefano, M., Galassi, S., Luciano, R., Rovero, L., Stipo, G.: Reliability of test set-ups and influence of mortar composition on the FRCM-to-brick bond response. J. Test Eval. ASTM 49(6), 4476–4495 (2021). https://doi.org/10.1520/JTE20200656

  15. Barducci, S., Alecci, V., De Stefano, M., Misseri, G., Rovero, L., Stipo, G.: Experimental and analytical investigations on bond behavior of Basalt-FRCM systems. J. Compos. Constr. 24(1) (2019). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000985

  16. Minafò, G., La Mendola, L.: Experimental investigation on the effect of mortar grade on the compressive behavior of FRCM confined masonry columns. Compos. Part B Eng. 146, 1–12 (2018). https://doi.org/10.1016/j.compositesb.2018.03.033

    Article  Google Scholar 

  17. Murgo, F.S., Mazzotti, C.: Masonry columns strengthened with FRCM systems: numerical and experimental evaluation. Constr. Build. Mater. 202, 208–222 (2019). https://doi.org/10.1016/j.conbuildmat.2018.12.211

    Article  Google Scholar 

  18. Cascardi, A., Miceli, F., Aiello, M.: FRCM-confined masonry columns: experimental investigation on the effect of the inorganic matrix properties. Constr. Build. Mater. 186, 811–825 (2018). https://doi.org/10.1016/j.conbuildmat.2018.08.020

    Article  Google Scholar 

  19. Richart, F.E., Brandtzaeg, A., Brown, R.L.: The failure of plain and spirally reinforced concrete in compression. Engineering experimental station. Bulletin 190, 3–72 (1929)

    Google Scholar 

  20. Richart, F.E.; Brandtzaeg, A.; Brown, R.L.: A study of the failure of concrete under combined compressive stresses. Engineering experimental station Bulletin 185, 3–102 (1928)

    Google Scholar 

  21. Zampieri, P.: Horizontal capacity of single-span masonry bridges with intrados FRCM strengthening. Compos. Struct. 244, 112238 (2020). https://doi.org/10.1016/j.compstruct.2020.112238

    Article  Google Scholar 

  22. Krevaikas, T.D.: Experimental study on carbon fiber textile reinforced mortar systems as a means for confinement of masonry columns. Constr. Build. Mater. 208(2), 722–733 (2019). https://doi.org/10.1016/j.conbuildmat.2019.03.033

    Article  Google Scholar 

  23. Balsamo, A., Cascardi, A., Di Ludovico, M., Aiello, M.A., Morandini, G.: Analytical study on the effectiveness of the FRCM-confinement of masonry columns. In: 7th Euro-American Congress on Construction Pathology, Rehabilitation Technology and Heritage Management (Rehabend 2018), pp. 1–9 (2018)

    Google Scholar 

  24. CNR-DT 215/2018, Istruzioni per la Progettazione, l’Esecuzione ed il Controllo di Interventi di Consolidamento Statico mediante l’utilizzo di Compositi Fibrorinforzati a Matrice Inorganica. Commissione di studio per la predisposizione e l’analisi di norme tecniche relative alle costruzioni, Roma (2018)

    Google Scholar 

  25. UNI EN 772-1: Metodi di prova per elementi per muratura - Parte 1: Determinazione della resistenza a compressione (2015)

    Google Scholar 

  26. UNI EN 1015-11: Metodi di prova per malte per opere murarie - Determinazione della resistenza a flessione e a compressione della malta indurita (2007)

    Google Scholar 

  27. Sneed, L.H., Baietti, G., Fraioli, G., Carloni, C.: Compressive behavior of brick masonry columns confined with steel-reinforced grout jackets. J. Compos. Constr. 23(5), 04019037 (2019). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000963

    Article  Google Scholar 

  28. Alecci, V., Focacci, F., Rovero, L., Stipo, G., De Stefano, M.: Extrados strengthening of brick masonry arches with PBO–FRCM composites: experimental and analytical investigations. Compos. Struct. 149, 184–196 (2016). https://doi.org/10.1016/j.compstruct.2016.04.030

    Article  Google Scholar 

  29. Aiello, M.A., et al.: Masonry columns confined with fabric reinforced cementitious matrix (FRCM) systems: a round robin test. Constr. Build. Mater. 298, 123816 (2021). https://doi.org/10.1016/j.conbuildmat.2021.123816

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Stefano Galassi .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2022 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

Alecci, V., De Stefano, M., Galassi, S., Magos, R., Stipo, G. (2022). Experimental Investigation on the Effectiveness of Masonry Columns Confinement Using Lime-Based Composite Material. In: Calabrò, F., Della Spina, L., Piñeira Mantiñán, M.J. (eds) New Metropolitan Perspectives. NMP 2022. Lecture Notes in Networks and Systems, vol 482. Springer, Cham. https://doi.org/10.1007/978-3-031-06825-6_215

Download citation

Publish with us

Policies and ethics