Skip to main content
Log in

Experimental investigation of bond between glass textile reinforced mortar overlays and masonry: the effect of bond length

  • Original Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

In this paper, an experimental program involving shear bond tests on double-lap/double-prism specimens is presented aiming to assess the bond characteristics of interfaces comprising uncoated alkali-resistant glass fiber textile reinforced cementitious mortars (TRM) applied as overlays on unreinforced masonry substrates. In total, 19 test results are presented with the bond length being the parameter under investigation. Bond lengths studied were equal to 50, 100, 125, 150, 200 and 250 mm, whereas at least two specimens per bond length were tested. According to the experimental findings, the effective bond length for the specific type of TRM overlay applied on this type of masonry substrate was found to be approximately equal to 130 mm. Failure of the bonded TRM strips was due to textile slippage within the mortar and simultaneous fiber rupture. Slippage of the entire TRM strip in relation to the masonry was practically zero as confirmed by application of a digital image correlation (DIC) method. The experimentally derived load-relative displacement curves can be approximated as bilinear up to the maximum load with a linear post-peak descending branch; a residual shear bond capacity was present only for bond lengths lower that the effective one. Finally, data on DIC-enabled crack detection and crack width evolution throughout the load response is also presented.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  1. Papanicolaou CG, Triantafillou TC, Karlos K, Papathanasiou M (2007) Textile-reinforced mortar (TRM) versus FRP as strengthening material of URM walls: in-plane cyclic loading. RILEM Mater Struct 40(10):1081–1097

    Article  Google Scholar 

  2. Parisi F, Iovinella I, Balsamo A, Augenti N, Prota A (2013) In-plane behaviour of tuff masonry strengthened with inorganic matrix–grid composites. Compos B 45:1657–1666

    Article  Google Scholar 

  3. Babaeidarabad S, De Caso F, Nanni A (2014) Out-of-plane behavior of URM walls strengthened with fabric-reinforced cementitious matrix composite. J Compos Constr 18(4):04013057

    Article  Google Scholar 

  4. Papanicolaou CG, Triantafillou TC, Papathanasiou M, Karlos K (2008) Textile-reinforced mortar (TRM) versus FRP as strengthening material of URM walls: out-of-plane cyclic loading. RILEM Mater Struct 41(1):143–157

    Article  Google Scholar 

  5. Carloni C, Mazzotti C, Savoia M, Subramaniam KV (2015) Confinement of masonry columns with PBO FRCM composites. Key Eng Mater 624:644–651

    Article  Google Scholar 

  6. Briccoli Bati S, Rovero L, Tonietti U (2007) Strengthening masonry arches with composite materials. J Compos Constr 11(1):33–41

    Article  Google Scholar 

  7. Garmendia L, Marcos I, Garbin E, Valluzzi MR (2014) Strengthening of masonry arches with textile-reinforced mortar: experimental behaviour and analytical approaches. RILEM Mater Struct 47(12):2067–2080

    Article  Google Scholar 

  8. Alecci V, De Stefano M, Luciano R, Rovero L, Stipo G (2016) Experimental investigation on bond behavior of cement-matrix-based composites for strengthening of masonry structures. J Compos Constr 20(1):04015041

    Article  Google Scholar 

  9. Ascione L, De Felice G, De Santis S (2015) A qualification method for externally bonded fiber reinforced cementitious matrix (FRCM) strengthening systems. Compos B 78:497–506

    Article  Google Scholar 

  10. Bellini A, Ferracuti B, Mazzotti C (2015) Effect of matrix on bond between FRCM and masonry. In: Proceedings of twelfth international symposium on fiber polymers for reinforced concrete structures and fifth Asia-Pacific conference on fiber reinforced polymers in structures joint conference, Nanjing, China

  11. Carozzi FG, Milani G, Poggi C (2014) Mechanical properties and numerical modeling of fabric reinforced cementitious matrix (FRCM) systems for strengthening of masonry. Compos Struct 107:711–725

    Article  Google Scholar 

  12. Donnini J, Corinaldesi V, Nanni A (2016) Mechanical properties of FRCM using carbon fabrics with different coating treatments. Compos B 88:220–228

    Article  Google Scholar 

  13. Faella C, Martinelli E, Paciello S, Nigro E (2008) Adhesion of advanced composites on masonry: experimental study and numerical analysis. In: Proceedings of fourth international conference on FRP composites in civil engineering, Zurich, Switzerland

  14. De Felice G, De Santis S, Garmendia L, Ghiassi B, Larrinaga P, Lourenço PB, Oliveira DV, Paolacci F, Papanicolaou CG (2014) Mortar-based systems for externally bonded strengthening of masonry. RILEM Mater Struct 47(12):2021–2037

    Article  Google Scholar 

  15. Olivito RS, Codispoti R, Cevallos OA (2016) Bond behavior of Flax-FRCM and PBO-FRCM composites applied on clay bricks: experimental and theoretical study. Compos Struct 146:221–231

    Article  Google Scholar 

  16. D’Ambrisi A, Feo L, Focacci F (2013) Experimental and analytical investigation on bond between carbon-FRCM materials and masonry. Compos B 46:15–20

    Article  Google Scholar 

  17. Askouni PD, Papanicolaou CG (2016) Experimental investigation of bond between TRM overlay and masonry. In: Proceedings of the tenth international conference on structural analysis of historical constructions, Leuven, Belgium

  18. Bellini A, Mazzotti C (2016) Bond behavior and tensile properties of the FRCM composites applied on masonry panels. In: Proceedings of the tenth international conference on structural analysis of historical constructions, Leuven, Belgium

  19. Carozzi FG, Colombi P, Fava G, Poggi C (2016) A cohesive interface crack model for the matrix–textile debonding in FRCM composites. Compos Struct 143:230–241

    Article  Google Scholar 

  20. Carozzi FG, Poggi C (2015) Mechanical properties and debonding strength of fabric reinforced cementitious matrix (FRCM) systems for masonry strengthening. Compos B 70:215–230

    Article  Google Scholar 

  21. Leone M, Micelli F, Sciolti MS, Aiello MA (2016) The interface behavior between masonry elements and GFRM (glass fiber reinforced mortar). In: Proceedings of the tenth international conference on structural analysis of historical constructions, Leuven, Belgium

  22. Malena M, De Felice G (2014) Debonding of composites on a curved masonry substrate: experimental results and analytical formulation. Compos Struct 112:194–206

    Article  Google Scholar 

  23. Roscini F, De Santis S, De Felice G (2016) Experimental investigation on the mechanical behavior of mortar-based strengthening systems. In: Proceedings of the tenth international conference on structural analysis of historical constructions, Leuven, Belgium

  24. De Santis S, De Felice G (2015) Steel reinforced grout systems for the strengthening of masonry structures. Compos Struct 134:533–548

    Article  Google Scholar 

  25. Sneed LH, D’Antino T, Carloni C, Pellegrino C (2015) A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests. Cem Concr Compos 64:37–48

    Article  Google Scholar 

  26. D’Antino T, Pellegrino C, Carloni C, Sneed LH, Giacomin G (2015) Experimental analysis of the bond behavior of glass, carbon, and steel FRCM composites. Key Eng Mater 624:371–378

    Article  Google Scholar 

  27. D’Antino T, Sneed L, Carloni C, Pellegrino C (2016) Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints. Compos Struct 142:117–129

    Article  Google Scholar 

  28. RILEM (1994) Technical recommendations for testing and use of constructions materials: LUMB1—compressive strength of small walls and prisms. Chapman & Hall, UK

    Google Scholar 

  29. Carloni C, D’Antino T, Sneed LH, Pellegrino C (2014) Role of matrix layers in the stress-transfer mechanism of FRCM composites bonded to a concrete substrate. J Eng Mech 141(6):04014165

    Article  Google Scholar 

  30. D’Antino T, Carloni C, Sneed LH, Pellegrino C (2014) Matrix–fiber bond behavior in PBO FRCM composites: a fracture mechanics approach. Eng Fract Mech 117:94–111

    Article  Google Scholar 

  31. Subramaniam KV, Carloni C, Nobile L (2007) Width effect in the interface fracture during shear debonding of FRP sheets from concrete. Eng Fract Mech 74(4):578–594

    Article  Google Scholar 

  32. D’Ambrisi A, Feo L, Focacci F (2013) Experimental analysis on bond between PBO-FRCM strengthening materials and concrete. Compos B 44:524–532

    Article  Google Scholar 

  33. Sneed LH, D’Antino T, Carloni C (2014) Investigation of bond behavior of PBO fiber-reinforced cementitious matrix composite-concrete interface. ACI Mater J 111:1–12

    Google Scholar 

  34. Ombres L (2015) Analysis of the bond between fabric reinforced cementitious mortar (FRCM) strengthening systems and concrete. Compos B 69:418–426

    Article  Google Scholar 

  35. D’Antino T, Gonzalez J, Pellegrino C, Carloni C, Sneed LH (2016) Experimental investigation of glass and carbon FRCM composite materials applied onto concrete supports. Appl Mech Mater 847:60–67

    Article  Google Scholar 

  36. Ortlepp R, Hampel U, Curbach M (2006) A new approach for evaluating bond capacity of TRM strengthening. Cement Concr Compos 28:589–597

    Article  Google Scholar 

Download references

Acknowledgements

The authors gratefully acknowledge Sika Hellas ABEE for providing the mortar. They also express their appreciation to graduate students Giannis Fakourelis, Paris Krempenios and Spiros Polidoropoulos for their contribution to the experimental campaign.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Paraskevi D. Askouni.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Askouni, P.D., Papanicolaou, C.G. Experimental investigation of bond between glass textile reinforced mortar overlays and masonry: the effect of bond length. Mater Struct 50, 164 (2017). https://doi.org/10.1617/s11527-017-1033-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1617/s11527-017-1033-7

Keywords

Navigation