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High-modulus and low-shrinkage hybrid-fiber reinforced engineered cementitious composites (ECC)

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Abstract

Engineered cementitious composites (ECC) characterizes with high strain capacity, accompanied by two notable disadvantages, i.e., low elastic modulus and severe shrinkage yet. A new type of ECC featuring relatively high tensile strain capacity, high elastic modulus as well as low shrinkage was developed by using polyethylene fiber (PE) alone (P-ECC), or hybrid combining PE fiber with steel fiber (H-ECC) in this research. The effects of sand-to-binder ratio (s/b) from 0.42 to 1.02 and fiber hybridization on compressive properties, tensile properties and shrinkage characteristics of ECC were systematically investigated. Experimental results indicated that the increase of s/b ratio could benefit the compressive strength, the elastic modulus and the shrinkage performance of ECC. The elastic modulus as well as the shrinkage properties of P/H-ECC were superior than those of traditional ECC. It is noted that H-ECC with extremely high s/b ratios (i.e., 0.72–1.02) exhibiting relatively high tensile strain capacity, comparable elastic modulus with normal strength concrete and obviously lower total shrinkage than traditional ECC, is an ideal and competitive material which can be utilized in critical structural elements characterized by deformation compatibility and desirable ductility.

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References

  1. Leung LVC, C K Y (1992) Steady-state and multiple cracking of short random fiber composites. J Eng Mech 118(11):2246–2264

    Article  Google Scholar 

  2. Ranjith S, Venkatasubramani R, Sreevidya V (2017) Comparative study on durability properties of engineered cementitious composites with polypropylene fiber and glass fiber. Arch Civ Eng 63:83–101

    Article  Google Scholar 

  3. Zhou YW, Xi B, Yu KQ, Sui LL, Xing F (2018) Mechanical properties of hybrid ultra-high performance engineered cementitous composites incorporating steel and polyethylene fibers. Materials 11(8):1448

    Article  Google Scholar 

  4. Ding Y, Yu KQ, Li M (2022) A review on high-strength engineered cementitious composites (HS-ECC): design mechanical property and structural application. Structures 35:903–921

    Article  Google Scholar 

  5. Yu KQ, Ding Y, Liu JP, Bai YL (2020) Energy dissipation characteristics of all-grade polyethylene fiber-reinforced engineered cementitious composites (PE-ECC). Cem Concr Compos 106:103459

    Article  Google Scholar 

  6. Ding Y, Yu KQ, Mao WH (2020) Compressive performance of all-grade engineered cementitious composites: experiment and theoretical model. Constr Build Mater 244:118357

    Article  Google Scholar 

  7. Yu KQ, Yu JT, Dai JG, Lu ZD, Shah SP (2018) Development of ultra-high performance engineered cementitious composites using polyethylene (PE) fibers. Constr Build Mater 158:217–227

    Article  Google Scholar 

  8. Xu SL, Cai XR (2010) Experimental study and theoretical models on compressive properties of ultrahigh toughness cementitious composites. J Mater Civ Eng 22(10):1067–1077

    Article  Google Scholar 

  9. Li VC (2003) Engineered Cementitious Composites-Tailored Composites Through Micromechanical Modeling. J Adv Concr Technol 1(3):38

    Article  Google Scholar 

  10. Pan ZF, Wu C, Liu JZ, Wang W, Liu JW (2015) Study on mechanical properties of cost-effective polyvinyl alcohol engineered cementitious composites (PVA-ECC). Constr Build Mater 78:397–404

    Article  Google Scholar 

  11. Hassan AMT, Jones SW, Mahmud GH (2012) Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC). Constr Build Mater 37:874–882

    Article  Google Scholar 

  12. Misson D L (2008) Influence of curing regimes on the durability of an ultra-high performance concrete. MS thesis. Michigan Technological University, Houghton

  13. Wang ZB, Zuo JP, Zhang XY, Jiang GH, Feng LL (2020) Stress-strain behaviour of hybrid-fibre engineered cementitious composite in compression. Adv Cem Res 32:53–65

    Article  Google Scholar 

  14. Yu J, Chen YX, Leung CKY (2019) Mechanical performance of strain-hardening cementitious composites (SHCC) with hybrid polyvinyl alcohol and steel fibers. Comp Struct 226:111198

    Article  Google Scholar 

  15. Ding Y, Mao WH, Wei W, Liu JP, Chen YK (2022) Bond behavior of deformed bars in steel-polyethylene hybrid fiber engineered cementitious composites. Eng Struct 252:113675

    Article  Google Scholar 

  16. Guan XC, Li YZ, Liu TN, Zhang CC, Li H, Ou JP (2019) An economical ultra-high ductile engineered cementitious composite with large amount of coarse river sand. Constr Build Mater 201:461–472

    Article  Google Scholar 

  17. Singh M, Saini B, Chalak HD (2019) Performance and composition analysis of engineered cementitious composite (ECC) - a review. J Build Eng 26:100851

    Article  Google Scholar 

  18. Yang EH, Yang Y, Li VC (2007) Use of high volumes of fly ash to improve ECC mechanical properties and material greenness. ACI Mater J 104(6):303–311

    Google Scholar 

  19. Neville AM (2011) Properties of Concrete, 5th edn. Pitman Publishing Limited, London

    Google Scholar 

  20. Ye BB, Zhang YT, Han JG, Pan P (2019) Effect of water to binder ratio and sand to binder ratio on shrinkage and mechanical properties of high-strength engineered cementitious composite. Constr Build Mater 226:899–909

    Article  Google Scholar 

  21. ASTM C469–94 (1994) Standard test method for static modulus of elasticity and poisson's ratio of concrete in compression, ASTM International, West Conshohocken, PA, USA

  22. JSCE (2008) Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks. Japan Society of Civil Engineers, Tokyo, Japan, pp 1–16

    Google Scholar 

  23. ASTM C596–17 (1994) Standard test method for drying shrinkage of mortar containing hydraulic cement, ASTM International, West Conshohocken, PA, USA

  24. ASTM C490–00a (1994) Standard practice for use of apparatus for the determination of length change of hardened cement paste mortar and concrete, ASTM International, West Conshohocken, PA, USA

  25. Xie T, Fang C, Mohamad Ali MS, Visintin P (2018) Characterizations of autogenous and drying shrinkage of ultra-high performance concrete (UHPC): an experimental study. Cem Concr Compos 91:156–173

    Article  Google Scholar 

  26. Bu JW, Tian ZH, Zheng SY, Tang ZL (2017) Effect of sand content on strength and pore structure of cement mortar. J Wuhan Univ Technol Mater Sci 02:164–172

    Google Scholar 

  27. Zampini D, Jennings HM, Shah SP (1995) Characterization of the paste-aggregate interfacial transition zone surface-roughness and its relationship to the fracture-toughness of concrete. J Mater Sci 30:3149–3154

    Article  Google Scholar 

  28. Ding Y, Yu JT, Yu KQ, Xu SL (2018) Basic mechanical properties of ultra-high ductility cementitious composites: from 40 to 120MPa. Compos Struct 185:634–645

    Article  Google Scholar 

  29. Constantinides G, Ulm FJ (2004) The effect of two types of C-S-H on the elasticity of cement-based materials: results from nanoindentation and micromechanical modeling. Cem Concr Res 34(1):67–80

    Article  Google Scholar 

  30. ACI 318-14. Building code requirements for structural concrete (ACI 318-14) and commentary / reported by ACI Committee 318. American Concrete Institute, Farmington Hills, Mich. 2014

  31. Wang Y, Sun LZ, Zhu CS, Sun L, Yang F (2015) Elastic modulus research of PVA cement based composite material. Concrete 60(11):53–55 ((in Chinese))

    Google Scholar 

  32. Zhou JJ, Pan JL, Leung CKY (2014) Mechanical behavior of fiber-reinforced engineered cementitious composites in uniaxial compression. J Mater Civ Eng 27(1):04014111

    Article  Google Scholar 

  33. Li LZ, Cai ZW, Yu KQ, Zhang YX, Ding Y (2019) Performance-based design of all-grade strain hardening cementitious composites with compressive strengths from 40 to 120 MPa. Cem Concr Compos 97:202–217

    Article  Google Scholar 

  34. Yu KQ, Dai JG, Lu ZD, Leung CKY (2015) Mechanical properties of engineered cementitious composites subjected to elevated temperatures. J Mater Civ Eng 27(10):04014268

    Article  Google Scholar 

  35. Li VC (2008) Engineered cementitious composites (ecc) – material structural and durability performance. In: Nawy E (ed) Concrete construction engineering handbook. CRC Press, Boca Raton, p 24

    Google Scholar 

  36. Ranade R, Li VC, Stults MD, Rushing TS, Roth J, Heard WF (2013) Micromechanics of high-strength, high-ductility concrete. ACI Mater J 110:375–384

    Google Scholar 

  37. Yu KQ, Dai JG, Lu ZD, Poon CS (2018) Rate-dependent tensile properties of ultra-high performance engineered cementitious composites (UHP-ECC). Cem Concr Compos 93:218–234

    Article  Google Scholar 

  38. Kanda T, Li VC (1999) New micromechanics design theory for pseudostrain hardening cementitious composite. J Eng Mech-Asce 125:373–381

    Article  Google Scholar 

  39. Zhang MH, Tam CT, Leow MP (2003) Effect of water-to-cementitious materials ratio and silica fume on the autogenous shrinkage of concrete. Cem Concr Res 33:1687–1694

    Article  Google Scholar 

  40. E Tazawa, S Miyazawa (1993) Autogenous shrinkage of concrete and its importance in concrete technology. In: ZP Bazant, L Carol (Eds) creep and shrinkage of concrete, proceedings of the 5th international RILEM symposium, E & FN Spon, London, pp. 159–168

  41. Yousefieh N, Joshaghani A, Hajibandeh E, Shekarchi M (2017) Influence of fibers on drying shrinkage in restrained concrete [J]. Constr Build Mater 148:833–845

    Article  Google Scholar 

  42. Li M, Li VC (2005) Behavior of ECC/concrete layered repair system under drying shrinkage conditions, proceeding of ConMat’05. Vancouver, Canada, August, pp 22–24

    Google Scholar 

  43. Ma JX, Dehn F (2017) Shrinkage and creep behavior of an alkali-activated slag concrete. Struct Concr 18:801–810

    Article  Google Scholar 

Download references

Acknowledgements

The authors are grateful for the financial support received from the National Natural Science Foundation of China (No. 52108114) and China Postdoctoral Science Foundation (No. 2021M700607).

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  1. College of Civil Engineering, Chongqing University, Chongqing, China

    Wei-Hao Mao, Jie-Peng Liu & Yao Ding

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  1. Wei-Hao Mao
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  2. Jie-Peng Liu
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Correspondence to Yao Ding.

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Mao, WH., Liu, JP. & Ding, Y. High-modulus and low-shrinkage hybrid-fiber reinforced engineered cementitious composites (ECC). Mater Struct 55, 87 (2022). https://doi.org/10.1617/s11527-022-01930-y

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