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Optimizing natural fiber reinforced polymer strengthening of RC beams

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Abstract

The performance of natural fiber reinforced polymer (NFRP) in the flexural strengthening of reinforced concrete (RC) beams is evaluated and optimized in this paper. The optimization comprehensively considers the structural performance, cost efficiency and environmental impacts. Main design parameters – such as the fabrication, the bond condition and the section shape of NFRP laminates – are investigated. The test results revealed that the partial bonded NFRP laminates tended to increase the flexural stiffness within the elastic range. Given the same reinforcement ratio, narrow and thick NFRP yielded the best structural performance. The prefabrication of NFRP laminates using vacuum infusion method greatly decreased the volume fraction of epoxy resin and the related environmental impacts without changing structural performance. The assessment of material cost and environmental impacts indicated that the prefabrication NFRP laminates had obvious advantages over the carbon FRP laminates.

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References

  1. Yan L, Kasal B, Huang L (2016) A review of recent research on the use of cellulosic fibres, their fibre fabric reinforced cementitious, geo-polymer and polymer composites in civil engineering. Compos Part B 92:94–132

    Article  Google Scholar 

  2. ACI (American Concrete Institute). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 4402R-17. Farmington Hills, MI2017.

  3. CSA (Canadian Standards Association). (2012) Design and construction of building components with fiber-reinforced polymer. CAN/CSAS806-12. Rexdale, Canada

  4. Kalfat R, Al-Mahaidi R (2016) Improvement of FRP-to-concrete bond performance using bidirectional fiber patch anchors combined with FRP spike anchors. Compos Struct 155:89–98

    Article  Google Scholar 

  5. Chen W, Pham TM, Sichembe H, Chen L, Hao H (2017) Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet. Compos Part B 134:114–126

    Article  Google Scholar 

  6. Chen C, Cheng L, Sui LL, Xing F, Li DW, Zhou YW (2018) Design method of end anchored FRP strengthened concrete structures. Eng Struct 176:143–158

    Article  Google Scholar 

  7. Chen C, Wang XW, Sui LL, Xing F, Chen XL, Zhou YW (2019) Influence of FRP thickness and confining effect on flexural performance of HB-strengthened RC beams. Compos Part B 161:55–67

    Article  Google Scholar 

  8. Ditternber DB, GangaRao HVS (2012) Critical review of recent publications on use of natural composites in infrastructure. Compos Part A 43:1419–1429

    Article  Google Scholar 

  9. Malkapuram R, Kumar V, S NY, (2009) Recent development in natural fiber reinforced polypropylene composites. J Reinf Plast Compos 28(10):1169–1189

    Article  Google Scholar 

  10. Oksman K (2001) High quality flax fibre composites manufactured by the resin transfer moulding process. J Reinf Plast Compos 20(7):621–627

    Article  Google Scholar 

  11. Baley C, Le Duigou A, Bourmaud A, Davies P (2012) Influence of drying on the mechanical behaviour of flax fibres and their unidirectinal composites. Compos Part A 43(8):1226–1233

    Article  Google Scholar 

  12. Wang W, Zhang X, Mo Z, Chouw N, Li Z, Xu Z-D (2020) A comparative study of impact behaviour between natural flax and glass FRP confined concrete composites. Constr Build Mater 241:117997

    Article  Google Scholar 

  13. Azwa ZN, Yousif BF, Manalo AC, Karunasena W (2013) A review on the degradability of polymetric composites based on natural fibres. Mater Des 47:424–442

    Article  Google Scholar 

  14. Yuan F, Pan JL, Leung CKY (2013) Flexural behaviors of ECC and concrete/ECC composite beams reinforced with basalt fiber-reinforced polymer. J Compos Constr 17(5):591–602

    Article  Google Scholar 

  15. Hallonet A, Michel L, Ferrier E (2016) Investigation of the bond behavior of flax FRP strengthened RC structures through double lap shear testing. Compos Part B 100:247–256

    Article  Google Scholar 

  16. Huang L, Yan B, Yan L, Tan H (2016) Reinforced concrete beams strengthened with externally bonded natural flax FRP plates. Compos Part B 91:569–578

    Article  Google Scholar 

  17. Chen C, Yang Y, Yu J, Yu J, Tan H, Sui LL et al (2020) Eco-friendly and mechanically reliable alternative to synthetic FRP in externally bonded strengthening of RC beams: natural FRP. Compos Struct 241:112081

    Article  Google Scholar 

  18. Sen T, Jagannatha Reddy HN (2014) Efficacy of bio derived jute FRP composite based technique for shear strength retrofitting of reinforced concrete beams and its comparative analysis with carbon and glass FRP shear retrofitting schemes. Sustain Cities Soc 13:105–124

    Article  Google Scholar 

  19. Ashraful Alam M, Al RK (2018) Shear strengthening of reinforced concrete beam using natural fibre reinforced polymer laminates. Constr Build Mater 162:683–696

    Article  Google Scholar 

  20. Quintana A, Alba J, del Rey R, Guillen-Guillamon I (2018) Comparative life cycle assessment of gypsum plasterboard and a new kind of bio-based epoxy composite containing different natural fibers. J Clean Prod 185:408–420

    Article  Google Scholar 

  21. Sanjay MR, Madhu P, Jawaid M, Senthamarikannan P, Senthil S, Pradeep S (2018) Characterization and properties of natural fiber polymer composites: a comprehensive review. J Clean Prod 172:566–581

    Article  Google Scholar 

  22. Chen C, Yang Y, Zhou Y, Xue C, Chen X, Wu H, et al. Comparative analysis of natural fiber reinforced polymer and carbon fiber reinforced polymer in strengthening of reinforced concrete beams. J Clean Prod. 2020;263.

  23. Yan L, Chouw N, Jayaraman K (2014) Flax fibre and its composites – A review. Compos Part B 56:296–317

    Article  Google Scholar 

  24. Barth M, Carus M. (2015) Carbon footprint and sustainability of different natural fibres for biocomposites and insulation material: study providing data for the automotive and insulation industry

  25. Corbier-Nicollier T, Gfeller Laban B, Lundquist L, Leterrier Y, Manson J-AE, Jolliet O (2001) Life cycle assessment of biofibres replacing glass fibres as reinforcement in plastics. Resour Conserv Recycl 33:267–287

    Article  Google Scholar 

  26. Haufe J, Carus M (2011) Hemp Fibres for Green Products – An assessment of life cycle studies on hemp fire applications

  27. Deng YL, Acker KV, Dewulf W, Deflou JR. (2011) Environmental assessment of printed circuit boards from bio-based materials. In: Proceedings of 18th CIRP international conference on life cycle engineering. Technische Universität Braunschweig, Braunschweig, Germany, Conference 2–4 May 2011, Conference (p 605–10)

  28. González-García S, Hospido H, Feijoo G, Moreira MT (2010) Life cycle assessment of raw materials for non-wood pulp mills: hemp and flax. Resour Conserv Recycl 54(11):923–930

    Article  Google Scholar 

  29. Tabana E, Khavanin A, Ohadi A, Putra A, Jafari AJ, Faridan M et al (2019) Study on the acoustic characteristics of natural date palm fibres: experimental and theoretical approaches. Build Environ 161:106274

    Article  Google Scholar 

  30. Taban E, Soltani P, Berardi U, Putra A, Mousavi SM, Faridan M et al (2020) Measurement, modeling, and optimization of sound absorption performance of Kenaf fibers for building applications. Build Environ 180:107087

    Article  Google Scholar 

  31. Joshi SV, Drzal L, Mohanty A, Arora S (2004) Are natural fiber composites environmentally superior to glass fiber reinforced composites? Compos Part A 35:371–376

    Article  Google Scholar 

  32. Chilali A, Assarar M, Zouari W, Kebir H, Ayad R (2018) Analysis of the hydro-mechanical behaviour of flax fibre-reinforced composites: assessment of hygroscopic expansion and its impact on internal stress. Compos Struct 206:177–184

    Article  Google Scholar 

  33. Hallonet A, Ferrier E, Michel L, Benmokrane B (2019) Durability and tensile characterization of wet lay-up flax/epoxy composites used for external strengthening of RC structures. Constr Build Mater 205:679–698

    Article  Google Scholar 

  34. Bank LC, Puterman M, Katz A (1998) The effect of material degradation on bond properties of fiber reinforced plastic reinforcing bars in concrete. ACI Mater J 95(3):232–243

    Google Scholar 

  35. Ramakrishna G, Sundarakannan R (2005) Studies on the durability of natural fibres and the effect of corroded fibres on the strength of mortar. Cem Concr Compos 27(5):575–582

    Article  Google Scholar 

  36. Vaisanen T, Das O, Tomppo L (2017) A review on new bio-based constituents for natural fiber-polymer composites. J Clean Prod 149:582–596

    Article  Google Scholar 

  37. Ma G, Yan L, Shen W, Zhu D, Huang L, Kasal B (2018) Effects of water, alkali solution and temperature ageing on water absorption, morphology and mechanical properties of natural FRP composites: plant-based jute vs. mineral-based basalt. Compos Part B 153:398–412

    Article  Google Scholar 

  38. Ministry of Housing and Urban-Rural Development (2010) Code for design of concrete structures. GB 50010–2010. Beijing, China

  39. ASTM (2019) Standard specification for deformed and plain stainless steel bars for concrete reinforcement. ASTM A955/A955M - 19. West Conshohocken, PA

  40. ISO (International Organization for Standard) (1997) Plastics -- determination of tensile properties -- Part 4: test conditions for isotropic and orthotropic fibre-reinforced plastic composites

  41. Ben-Alon L, Loftness V, Harries KA, DiPietro G, Hameena EC (2019) Cradle to site Life Cycle Assessment (LCA) of natural vs conventional building materials: a case study on cob earthen material. Build Environ 160:106150

    Article  Google Scholar 

  42. Hay R, Ostertag CP (2018) Life cycle assessment (LCA) of double-skin façade (DSF) system with fiber-reinforced concrete for sustainable and energy-efficient buildings in the tropics. Build Environ 142:241–327

    Article  Google Scholar 

  43. Wernet G, Bauer C, Steubing B, Reinhard J, Moreno-Ruiz E, Weidema B (2016) The ecoinvent database version 3 (part I): overview and methodology. Int J Life Cycle Assess 21(9):1218–1230

    Article  Google Scholar 

  44. Deng Y, Praskevas D, Tian Y, Van Acker K, Dewulf W, Duflou JR (2016) Life cycle assessment of flax-fibre reinforced epoxidized linseed oil composite with a flame retardant for electronic applications. J Clean Prod 133:427–438

    Article  Google Scholar 

  45. Gu F, Zheng Y, Zhang W, Yao X, Pan D, Wong ASM et al (2018) Can bamboo fibres be an alternative to flax fibres as materials for plastic reinforcement? a comparative life cycle study on polypropylene/flax/bamboo laminates. Ind Crops Prod 121:372–382

    Article  Google Scholar 

  46. Seo S-Y, Lee MS, Feo L (2016) Flexural analysis of RC beam strengthened by partially de-bonded NSM FRP strip. Compos Part B 101:21–30

    Article  Google Scholar 

  47. Chen C, Cheng L (2018) An analytical model to predict flexural behavior of NSM FRP-strengthened RC beams subject to debonding failure. ACI SP 327:7.1-7.24

    Google Scholar 

  48. Teng JG, Yuan H, Chen JF (2006) FRP-to-concrete interfaces between two adjacent cracks: theoretical model for debonding failure. Int J Solids Struct 43:5750–5778

    Article  Google Scholar 

  49. JCI (2003) Technical report of technical committee on retrofit technology. Proc, International Symposium on Latest Achievement of Technology and Research on Retrofitting Concrete Structures

  50. ACI (American Concrete Institute) (2014) Building Code Requirements for Structural Concrete and Commentary. ACI 318–14. Farmington Hills, MI

  51. CSA (Canadian Standards Association) (2014) Design of concrete structures. CSA A233–14. Rexdale, Canada

  52. Mofidi A, Chaallal O (2011) Shear strengthening of RC beams with externally bonded FRP composites: effect of strip-width-to-strip-spacing ratio. J Compos Constr 15(5):732–742

    Article  Google Scholar 

Download references

Funding

The work in this study was supported by the Natural Science Foundation of China under Grant Nos. 51808344 and 52078297, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering (Grant No. 2020B1212060074), and the Natural Science Foundation of Guangdong Province under Grant No. 2018A030310535. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Natural Science Foundation of China and the Natural Science Foundation of Guangdong Province.

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Li, X., Gao, Z., Zhou, Y. et al. Optimizing natural fiber reinforced polymer strengthening of RC beams. Mater Struct 54, 66 (2021). https://doi.org/10.1617/s11527-021-01663-4

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