3D-RBSM: A New Mesoscale Discrete Approach for FRP-Concrete Interfacial Simulation

  • Conference paper
  • First Online:
Proceedings of the 6th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures (SMAR 2021)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 259))

  • 219 Accesses

Abstract

A reliable numerical simulation is one of the major challenges in analyzing the bond behavior between fiber reinforced polymer (FRP) sheets/laminates and concrete. This paper presents a recent developed rational simulation method by the authors based on the 3D rigid body spring model (RBSM). In the developed mesoscale simulation method, all the parameters used were proposed with clear and precise physical meanings and straightforward calculation methods. The reasonable and accurate results from of simulation are in good agreement with both the experimental results and finite element (FE) outputs. The proposed method provides a superior and effective alternative to conventional FE approaches for the analysis of FRP-strengthened concrete structures.

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

Access this chapter

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 299.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 379.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free ship** worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  1. Cao YG, Hou C, Liu MY et al (2021) Effects of predamage and load cyclic on compression behavior of fiber reinforced polymer–confined concrete. Struct Concrete 22(3):1784–1799

    Article  Google Scholar 

  2. Jiang C, Wu YF, Wu G (2014) Plastic hinge length of FRP-confined square RC columns. J Compos Constr 18(4):04014003

    Article  MathSciNet  Google Scholar 

  3. Jiang C, Yuan F, Wu YF et al (2019) Effect of interfacial bond on plastic hinge length of FRP-confined RC columns. J Compos Constr 23(2):04019007

    Article  Google Scholar 

  4. Jiang C, Lai WWL, Sham JFC et al (2021) Preliminary investigation of an approach to improve water impermeability in concrete with externally bonded FRP systems. J Compos Constr 25(6):06021002

    Article  Google Scholar 

  5. Tijani IA, Jiang C, Lim CW et al (2020) Effect of load eccentricity on the mechanical response of FRP-confined predamaged concrete under compression. J Compos Constr 24(5):04020057

    Article  Google Scholar 

  6. Lu XZ, Teng JG, Ye LP et al (2005) Bond–slip models for FRP sheets/plates bonded to concrete. Eng Struct 27(6):920–937

    Article  Google Scholar 

  7. Tao Y, Chen JF (2015) Concrete damage plasticity model for modeling FRP-to-concrete bond behavior. J Compos Constr ASCE 19(1):04014026

    Article  Google Scholar 

  8. Lin JP, Wu YF (2016) Numerical analysis of interfacial bond behavior of externally bonded FRP-to-concrete joints. J Compos Constr ASCE 20(5):04016028

    Article  Google Scholar 

  9. Diab H, Wu ZS (2007) Nonlinear constitutive model for time-dependent behavior of FRP-concrete interface. Compos Sci Technol 67(11–12):2323–2333

    Article  Google Scholar 

  10. Coronado CA, Lopez MM (2007) Damage approach for the prediction of debonding failure on concrete elements strengthened with FRP. J Compos Constr ASCE 11(4):391–400

    Article  Google Scholar 

  11. Nagai K, Sato Y, Ueda T (2004) Mesoscopic simulation of failure of mortar and concrete by 2D RBSM. J Adv Concr Technol 2(3):359–374

    Article  Google Scholar 

  12. Nagai K, Sato Y, Ueda T (2005) Mesoscopic simulation of failure of mortar and concrete by 3D RBSM. J Adv Concr Technol 3(3):385–402

    Article  Google Scholar 

  13. Kawai T (1978) New discrete models and their application to seismic response analysis of structures. Nucl Eng Des 48(1):207–229

    Article  MathSciNet  Google Scholar 

  14. Bolander JE, Eliáš J, Cusatis G et al (2021) Discrete mechanical models of concrete fracture. Eng Fracture Mech 257:108030

    Article  Google Scholar 

  15. Dai JG, Ueda T, Sato Y et al (2012) Modeling of tension stiffening behavior in FRP-strengthened RC members based on rigid body spring networks. Comput-Aided Civil Infrastruct Eng 27(6):406–418

    Article  Google Scholar 

  16. Jiang C, Avadh K, Nagai K (2022) A mesoscale simulation of the FRP-to-concrete interfacial debonding propagation process by 3D RBSM. Compos Struct 304:116336

    Article  Google Scholar 

  17. Zheng W, Kwan AKH, Lee PKK (2001) Direct tension test of concrete. ACI Mater J 98(1):63–71

    Google Scholar 

  18. Pan J, Leung CK (2007) Effect of concrete composition on FRP/concrete bond capacity. J Compos Constr ASCE 11(6):611–618

    Article  Google Scholar 

  19. Bissonnette B, Courard L, Garbacz A (2018) Concrete Surface Engineering. CRC Press, Boca Raton

    Google Scholar 

  20. Ali-Ahmad M, Subramaniam K, Ghosn M (2006) Experimental investigation and fracture analysis of debonding between concrete and FRP sheets. J Eng Mech ASCE 132(9):914–923

    Article  Google Scholar 

  21. Yao J, Teng JG, Chen JF (2005) Experimental study on FRP-to-concrete bonded joints. Compos B Eng 36(2):99–113

    Article  Google Scholar 

  22. Wu YF, Jiang C (2013) Quantification of bond–slip relationship for externally bonded FRP-to-concrete joints. J Compos Constr ASCE 17(5):673–686

    Article  MathSciNet  Google Scholar 

  23. Yun Y, Wu YF, Tang WC (2008) Performance of FRP bonding systems under fatigue loading. Eng Struct 30(11):3129–3140

    Article  Google Scholar 

  24. Liu K (2011) Experimental and theoretical study on bond behaviors of hybrid-bonded FRP strengthened concrete structures. Computational modeling.

    Google Scholar 

  25. Lin H, Zhao Y, Ozbolt J, et al (2019) Analytical model for the bond stress-slip relationship of deformed bars in normal strength concrete. Constr Build Mater 198:570–586

    Google Scholar 

  26. Jiang C, Wan B, Yu-Fei W, Omboko J (2018) Epoxy interlocking: a novel approach to enhance FRP-to-concrete bond behavior. Constr Build Mater 193:643–653. https://doi.org/10.1016/j.conbuildmat.2018.10.183

    Article  Google Scholar 

  27. Jiang C, Wu YF, Dai MJ (2018) Degradation of steel-to-concrete bond due to corrosion. Constr Build Mater 158:1073–1080

    Article  Google Scholar 

  28. Jiang C, Yu QQ, Gu XL (2021) A unified bond-slip model for the interface between FRP and steel. Compos B Eng 227:109380

    Article  Google Scholar 

  29. Wan B, Jiang C, Wu YF (2018) Effect of defects in externally bonded FRP reinforced concrete. Constr Build Mater 172:63–76

    Article  Google Scholar 

  30. Wu YF, Xu XS, Sun JB et al (2012) Analytical solution for the bond strength of externally bonded reinforcement. Compos Struct 94(11):3232–3239

    Article  Google Scholar 

  31. Zhang D, Gu XL, Yu QQ et al (2018) Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty. Compos Struct 185:786–806

    Article  Google Scholar 

Download references

Acknowledgements

The authors gratefully acknowledge the financial support provided by the Australian Research Council (Grant No. DE210101662) and Key Laboratory of Performance Evolution and Control for Engineering Structures (Tongji University), Ministry of Education (Grant No. 2021KF-6).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Cheng Jiang .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2024 Tongji University Press

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Jiang, C., Avadh, K., Nagai, K. (2024). 3D-RBSM: A New Mesoscale Discrete Approach for FRP-Concrete Interfacial Simulation. In: Gu, XL., Motavalli, M., Ilki, A., Yu, QQ. (eds) Proceedings of the 6th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures. SMAR 2021. Lecture Notes in Civil Engineering, vol 259. Springer, Singapore. https://doi.org/10.1007/978-981-99-3362-4_33

Download citation

  • DOI: https://doi.org/10.1007/978-981-99-3362-4_33

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-99-3361-7

  • Online ISBN: 978-981-99-3362-4

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Navigation