Skip to main content
Log in

The long-term evaluation of FRPs bonded to timber

  • Original
  • Published:
European Journal of Wood and Wood Products Aims and scope Submit manuscript

Abstract

This research investigated the long-term environmental effects on bond strength at the interface between fiber- reinforced polymers (FRPs) and timber. A total of 581 timber specimens were bonded with seven types of FRP sheets (unidirectional and bidirectional glass, carbon, aramid, and hybrids) using a wet lay-up technique. The specimens were exposed to acidic, alkaline, fresh water, and sea water solutions with pH of 2.5, 7, 7.25, 10, and 12.5 for 1, 3, 6, 9, and 12 months. A chamber was also used to simulate ultraviolet radiation after 6 months. A series of single-lap shear tests were then conducted to determine the interfacial bond strength reduction. The results showed that bidirectional carbon and glass FRP sheets demonstrated better bond strength as compared to unidirectional carbon and glass FRP sheets in most cases after exposure to the chemical solutions and ultraviolet radiation. Moreover, acidic and sea water solutions, respectively, had the most and the least effects on the reduction of bonds at the interface between hybrid FRPs and timber. Meanwhile, bidirectional aramid FRPs showed high deterioration in the interfacial bond strength under the effect of water and alkaline (pH 12.5) solutions. Finally, the failure modes on timber substrates were explored and classified.

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

Similar content being viewed by others

References

  • ASTM C581-15 (2015) Standard practice for determining chemical resistance of thermosetting resins used in glass-fiber-reinforced structures intended for liquid service. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D1141-98 (2013) Standard practice for the preparation of substitute ocean water. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D1583-01 (2013) Standard test method for hydrogen ion concentration of dry adhesive films. West Conshohocken, PA

  • ASTM D3039-07 (2007) Standard test method for tensile properties of polymer matrix composite materials. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D3165–07 (2014) Standard test method for strength properties of adhesives in shear by tension loading of single-lap-joint laminated assemblies. West Conshohocken, PA

  • ASTM D5266-13 (2013) Standard practice for estimating the percentage of wood failure in adhesive bonded joints. West Conshohocken, PA

  • ASTMG53-96 (1996) Practice for operating light- and water-exposure apparatus (fluorescent UV-condensation type) for exposure of nonmetallic materials. West Conshohocken, PA

  • Aydin H, Gravina R, Visintin P (2014) Effects of moisture, chlorides and sulphuric acid attack on CFRP to concrete bond interfaces. In: Proceedings 23rd Australasian Conference on the mechanics of structures and materials (ACMSM 23). Southern Cross Univ, Lismore, Australia, pp 409–414

    Google Scholar 

  • Aydin H, Gravina RJ, Visintin P (2016) Durability of adhesively bonded FRP-to-concrete joints. Journal of Composites for Construction 04016016

  • Cai Z, Ross RJ (2010) Mechanical properties of wood-based composite materials. Wood handbook—wood as an engineering material. Forest Product Laboratory, Madison

    Google Scholar 

  • CNR-DT 200 (2013) Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. National Research Council, CNR-DT 200 R1/2013 Rome

  • Cromwell JR, Harries KA, Shahrooz BM (2011) Environmental durability of externally bonded FRP materials intended for repair of concrete structures. Constr Build Mater 25(5):2525–2539

    Article  Google Scholar 

  • CSA (2004) Evaluation of adhesives for structural wood products (exterior exposure). CSA Standard O112.9-04, Canadian Standards Association, Mississauga, ON

    Google Scholar 

  • Custódio J, Broughton J, Cruz H (2009) A review of factors influencing the durability of structural bonded timber joints. Int J Adhes Adhes 29(2):173–185

    Article  Google Scholar 

  • Custódio J, Broughton J, Cruz H (2012) Rehabilitation of timber structures: novel test method to assess the durability of bondedin rod connections. Mater Struct 45(1–2):199–221

    Article  Google Scholar 

  • D’Ambrisi A, Focacci F, Luciano R (2014) Experimental investigation on flexural behavior of timber beams repaired with CFRP plates. Compos Struct 108:720–728

    Article  Google Scholar 

  • Gao WY, Teng JG, Dai JG (2012) Effect of temperature variation on the full-range behavior of FRP-to-concrete bonded joints. J Compos Constr 16(6):671–683

    Article  Google Scholar 

  • Gentry T (2011) Performance of glued-laminated timbers with FRP shear and flexural reinforcement. J Compos Constr 15(5):861–870

    Article  CAS  Google Scholar 

  • Ghiassi B, Marcari G, Oliveira D, Lourenço P (2013) Water degrading effects on the bond behavior in FRP-strengthened masonry. Compos Part B 54:11–19

    Article  CAS  Google Scholar 

  • Hassan SA, Gholami M, Ismail YS, Sam ARM (2015) Characteristics of concrete/CFRP bonding system under natural tropical climate. Constr Build Mater 77:297–306

    Article  Google Scholar 

  • Hong L, Duo RM, Wang SY, Li LX (2014) Influence of freeze-thaw cycles on bonded interface performance between CFRP and high strength concrete. Proc Appl Mech Mater 638:1516–1520

    Google Scholar 

  • Islam AA, Phillips D (2017) An experimental analysis of a timber Howe truss. Structures 10:39–48

    Article  Google Scholar 

  • ISO 13061-4 (2014) Wood—test methods for small clear wood specimens— Part 4: determination of modulus of elasticity in static bending. ISO (International Organization for Standardization)

  • ISO 13061-7 (2014) Wood—test methods for small clear wood specimens—Part 7: determination of ultimate tensile stress perpendicular to grain. ISO (International Organization for Standardization)

  • ISO 3132 (1975) Wood—testing in compression perpendicular to grain. ISO (International Organization for Standardization)

  • ISO 3347 (1976) Wood—determination of ultimate shearing stress parallel to grain. ISO (International Organization for Standardization)

  • ISO/DIS 13061-17 (2015) Wood—test methods for small clear wood specimens—Part 17: determination of ultimate stress in compression parallel to grain. ISO (International Organization for Standardization)

  • Jiang X, Kolstein H, Bijlaard F, Qiang X (2014) Effects of hygrothermal aging on glass-fibre reinforced polymer laminates and adhesive of FRP composite bridge: moisture diffusion characteristics. Compos Part A Appl Sci Manuf 57:49–58

    Article  CAS  Google Scholar 

  • Joshaghani A, Ramezanianpour AA, Ataei O, Golroo A (2015) Optimizing pervious concrete pavement mixture design by using the Taguchi method. Constr Build Mater 101:317–325

    Article  Google Scholar 

  • Kabir MI, Shrestha R, Samali B (2012) Effects of temperature, relative humidity and outdoor environment on FRP-concrete bond. In: Proc, from materials to structures: advancement through innovation. CRC Press, London

    Google Scholar 

  • Lim JC, Ozbakkaloglu T (2013) Confinement model for FRP-confined high-strength concrete. J Compos Constr 18(4):04013058

    Article  Google Scholar 

  • Lopez-Anido R, Michael AP, Goodell B, Sandford TC (2004) Assessment of wood pile deterioration due to marine organisms. J Waterw Port Coast Ocean Eng 130(2):70–76

    Article  Google Scholar 

  • Lunn DS, Rizkalla SH (2009) Strengthening of infill masonry walls with FRP materials. J Compos Constr 15(2):206–214

    Article  Google Scholar 

  • Lyons JS, Ahmed MR (2005) Factors affecting the bond between polymer composites and wood. J Reinf Plast Compos 24(4):405–412

    Article  CAS  Google Scholar 

  • Maljaee H, Ghiassi B, Lourenço PB, Oliveira DV (2016) FRP–brick masonry bond degradation under hygrothermal conditions. Compos Struct 147:143–154

    Article  Google Scholar 

  • Meier U (1992) Carbon fiber reinforced polymers. Modern materials in bridge engineering. Struct Eng Int 2(1):7–12

    Article  Google Scholar 

  • Munafò P, Stazi F, Tassi C, Davì F (2015) Experimentation on historic timber trusses to identify repair techniques compliant with the original structural–constructive conception. Constr Build Mater 87:54–66

    Article  Google Scholar 

  • Raftery GM, Harte AM, Rodd PD (2009) Bond quality at the FRP– wood interface using wood-laminating adhesives. Int J Adhes Adhes 29(2):101–110

    Article  CAS  Google Scholar 

  • Richter K, Steiger R (2005) Thermal stability of wood–wood and wood–FRP bonding with polyurethane and epoxy adhesives. Adv Eng Mater 7(5):419–426

    Article  CAS  Google Scholar 

  • Saadatmanesh H, Tavakkolizade M, Mostofinejad D (2010) Environmental effects on mechanical properties of wet lay-up fiber-reinforced polymer. ACI Mater J 107(3):267

    CAS  Google Scholar 

  • Saracoglu E, Bergstrand S (2015) Continuous monitoring of a long-span cable-stayed timber bridge. J Civil Struct Health Monit 5(2):183–194

    Article  Google Scholar 

  • Schober KU, Harte AM, Kliger R, Jockwer R, Xu Q, Chen JF (2015) FRP reinforcement of timber structures. Constr Build Mater 97:106–118

    Article  Google Scholar 

  • Shen QR, Ran W, Cao ZH (2003) Mechanisms of nitrite accumulation occurring in soil nitrification. Chemosphere 50(6):747–753

    Article  CAS  Google Scholar 

  • Šilih S, Premrov M, Kravanja S (2005) Optimum design of plane timber trusses considering joint flexibility. Eng Struct 27(1):145–154

    Article  Google Scholar 

  • Tanyildizi H, Şahin M (2015) Application of Taguchi method for optimization of concrete strengthened with polymer after high temperature. Constr Build Mater 79:97–103

    Article  Google Scholar 

  • Toufigh V, Desai CS, Saadatmanesh H, Toufigh V, Ahmari S, Kabiri E (2013a) Constitutive modeling and testing of interface between backfill soil and fiber reinforced polymer (CFRP). Int J Geomech 14(3):671–681

    Google Scholar 

  • Toufigh V, Toufigh V, Saadatmanesh H (2013b) Behavior of FRP bonded to steel under freeze thaw cycles. Steel Compos Struct 14(1):41–55

    Article  Google Scholar 

  • Toufigh V, Ouria A, Desai C, Javid N, Toufigh V, Saadatmanesh H (2015) Interface behavior between carbon-fiber polymer and sand. J Test Eval 44(1):385–390

    Google Scholar 

  • Toufigh V, Yarigarravesh M, Mofid M (2017) Environmental effects on the bond at the interface of fiber reinforced polymer and Masonry brick. J Reinf Plast Compos 36(18):1355–1368

    Article  CAS  Google Scholar 

  • UNI EN 301-1 (2013) Adhesives for load-bearing timber structures-test methods-Part 1: determination of longitudinal tensile shear strength. German version, EN 302-1

  • Wan J, Smith ST, Qiao P, Chen F (2013) Experimental investigation on FRP-to-timber bonded interfaces. J Compos Constr 18(3):4013006

    Article  Google Scholar 

  • Wang HT, Wu G, Wu ZS (2013) Effect of FRP configurations on the fatigue repair effectiveness of cracked steel plates. J Compos Constr 18(1):04013023

    Article  Google Scholar 

  • Yarigarravesh M, Toufigh V, Mofid M (2018) Environmental Effects on the Bond at the Interface between FRP and Wood. Eur J Wood Prod 76(1):163–174

    Article  CAS  Google Scholar 

Download references

Funding

This research did not receive any specific grant from funding agencies in the public, commercial, or not-for-profit sectors.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Vahab Toufigh.

Additional information

Publisher’s Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Toufigh, V., Yarigarravesh, M. & Mofid, M. The long-term evaluation of FRPs bonded to timber. Eur. J. Wood Prod. 76, 1623–1636 (2018). https://doi.org/10.1007/s00107-018-1337-5

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00107-018-1337-5

Navigation