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Comparative Evaluation of 100% Recycled and Virgin PP Fibre Reinforced Concretes

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Development of Recycled Polypropylene Plastic Fibres to Reinforce Concrete

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Abstract

This chapter assessed alkali resistance of 100% recycled PP fibre in four different alkaline solutions with pH value ranging from 12.3 to 13.5. Performance of the 100% recycled PP fibre in the different grades of concrete was then studied and compared with virgin PP fibre. Two volume percentages of fibres were chosen to reinforce 40 and 25 MPa concrete, which are the standard grades of concrete used in precast panels and concrete footpaths, respectively. Through crack mouth opening displacement (CMOD) test and round determinate panel test (RDPT), this chapter proved the industrial feasibility of using 100% recycled PP fibre to replace virgin PP fibre. After proving the feasibility of using 100% recycled PP fibre in different construction applications in this chapter, the reinforcement of newly developed various recycled PP fibres described in Chap. 3 will be studied in next chapter (Chap. 5).

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References

  • AS (2014a) AS 1012.3.1:2014 Methods of testing concrete—determination of properties related to the consistency of concrete—slump test. Standard Australia

    Google Scholar 

  • AS (2014b) AS 1012.8.1:2014 Methods of testing concrete—Method for making and curing concrete—compression and indirect tensile test specimens. Standard Australia

    Google Scholar 

  • AS (2014c) AS 1012.9:2014 Methods of testing concrete—compressive strength tests—concrete, mortar and grout specimens. Standard Australia

    Google Scholar 

  • ASTM (2007c) ASTM D3822. Standard test method for tensile properties of single textile fibers. Book of ASTM Standards, Philadelphia

    Google Scholar 

  • ASTM (2012) ASTM C1550—12a Standard test method for flexural toughness of fiber reinforced concrete (Using Centrally Loaded Round Panel). American Society for Testing and Materials. Book of ASTM Standards

    Google Scholar 

  • Bernard ES (2002) Correlations in the behaviour of fibre reinforced shotcrete beam and panel specimens. Mater Struct 35:156–164

    Article  Google Scholar 

  • Brown R, Shukla A, Natarajan KR (2002) Fiber reinforcement of concrete structures. URITC PROJECT NO. 536101

    Google Scholar 

  • Buratti N, Mazzotti C, Savoia M (2011) Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes. Constr Build Mater 25:2713–2722

    Article  Google Scholar 

  • Cengiz O, Turanli L (2004) Comparative evaluation of steel mesh, steel fibre and high-performance polypropylene fibre reinforced shotcrete in panel test. Cem Concr Res 34:1357–1364

    Article  Google Scholar 

  • Choi Y, Yuan RL (2005) Experimental relationship between splitting tensile strength and compressive strength of GFRC and PFRC. Cem Concr Res 35:1587–1591

    Article  Google Scholar 

  • ENB (2005) BS EN 14651:2005+A1:2007 Test method for metallic fibre concrete. Measuring the flexural tensile strength (limit of proportionality (LOP), residual)

    Google Scholar 

  • EPC (2012) Advanced alkalinity testing. Elasto Plastic Concrete. www.elastoplastic.com (assessed by 10/11/2014)

  • Hasan M, Afroz M, Mahmud H (2011) An experimental investigation on mechanical behavior of macro synthetic fibre reinforced concrete. Int J Civil Environ Eng IJCEE-IJENS 11:18–23

    Google Scholar 

  • Ochi T, Okubo S, Fukui K (2007) Development of recycled PET fiber and its application as concrete-reinforcing fiber. Cem Concr Comp 29:448–455

    Article  Google Scholar 

  • Parmentier B, De Grove E, Vandewalle L, Van Rickstal F (2008) Dispersion of the mechanical properties of FRC investigated by different bending tests. Tailor Made Concrete Structures: New Solutions for Our Society, pp. 123–123

    Google Scholar 

  • Silva DA, Betioli AM, Gleize PJP, Roman HR, Gomez LA, Ribeiro JLD (2005) Degradation of recycled PET fibers in Portland cement-based materials. Cem Concr Res 35:1741–1746

    Article  Google Scholar 

  • Soroushian P, Plasencia J, Revanbakhsh S (2003) Assessment of reinforcing effects of recycled plastic and paper in concrete. ACI Mater J 100:203–207

    Google Scholar 

  • Wang YJ, Zureick AH, Cho BS, Scott DE (1994) Properties of fiber-reinforced concrete using recycled fibers from carpet industrial-waste. J Mater Sci 29:4191–4199

    Article  Google Scholar 

Download references

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Correspondence to Shi Yin .

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Yin, S. (2017). Comparative Evaluation of 100% Recycled and Virgin PP Fibre Reinforced Concretes. In: Development of Recycled Polypropylene Plastic Fibres to Reinforce Concrete. Springer Theses. Springer, Singapore. https://doi.org/10.1007/978-981-10-3719-1_4

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