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Effect of silica fume, steel fiber and ITZ on the strength and fracture behavior of mortar

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Abstract

Two sets of parameters known to affect the quality and thickness of the interfacial transition zone (ITZ), i.e. water/binder ratio and content of silica fume were varied in a series of mortars without and with steel fiber. Compressive and three-point bending tests were performed and the dissipated energies were calculated. Nanoindentation characteristics of the steel fiber–matrix and fiber–matrix-aggregate interfacial zones in the steel fiber reinforced mortars were studied. Influence of water/binder ratio, steel fiber, silica fume and ITZ on the strength and toughness of the mortar was analyzed, respectively. It is found that mortar compressive strength can be increased with low volume addition of steel fiber if the air content is well controlled; the interfacial characteristic and microstructural morphology near the fiber surface play a critical role on the three-point bending strength and the toughness of the steel fiber reinforced mortar.

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References

  1. Mitsui K, Li Z, Lange DA et al (1994) Relationship between microstructure and mechanical properties of the paste-aggregate interface. ACI Mater J 91(1):30–39

    Google Scholar 

  2. Husem M (2003) The effects of bond strengths between lightweight and ordinary aggregate-mortar, aggregate-cement paste on the mechanical properties of concrete. Mater Sci Eng A 363(1–2):152–158. doi:10.1016/S0921-5093(03)00595-1

    Google Scholar 

  3. Akçaoğlu T, Tokyay M, Çelik T (2005) Assessing the ITZ microcracking via scanning electron microscope and its effect on the failure behavior of concrete. Cement Concr Res 35(2):358–363. doi:10.1016/j.cemconres.2004.05.042

    Article  Google Scholar 

  4. Bentur A, Alexander MG, Bentz D et al (2000) Review of the work of the RILEM TC 159-ETC: engineering of the interfacial transition zone in cementitious composites. Mater Struct 33(2):82–87. doi:10.1007/BF02484160

    Article  Google Scholar 

  5. Merchant IJ, Macphee DE, Chandler HW et al (2001) Toughening cement-based materials through the control of interfacial bonding. Cement Concr Res 31(12):1873–1880. doi:10.1016/S0008-8846(01)00500-2

    Article  Google Scholar 

  6. Guinea GV, El-Sayed K, Rocco CG et al (2002) The effect of the bond between the matrix and the aggregates on the cracking mechanism and fracture parameters of concrete. Cement Concr Res 32(12):1961–1970. doi:10.1016/S0008-8846(02)00902-X

    Article  Google Scholar 

  7. Prokopski G, Langier B (2000) Effect of water/cement ratio and silica fume addition on the fracture toughness and morphology of fractured surfaces of gravel concretes. Cement Concr Res 30(9):1427–1433. doi:10.1016/S0008-8846(00)00332-X

    Article  Google Scholar 

  8. Mouret M, Bascoul A, Escadeillas G (1999) Microstructural features of concrete in relation to initial temperature—SEM and ESEM characterization. Cement Concr Res 29(3):369–375. doi:10.1016/S0008-8846(98)00160-4

    Article  Google Scholar 

  9. Gatty L, Bonnamy S, Feylessoufi A et al (2001) A transmission electron microscopy study of interfaces and matrix homogeneity in ultra-high-performance cement-based materials. J Mater Sci 36(16):4013–4026. doi:10.1023/A:1017938725748

    Article  Google Scholar 

  10. Diamond S (2001) Considerations in image analysis as applied to investigations of the ITZ in concrete. Cement Concr Compos 23(2–3):171–178. doi:10.1016/S0958-9465(00)00085-8

    Article  Google Scholar 

  11. Scrivener KL (2004) Backscattered electron imaging of cementitious microstructures: understanding and quantification. Cement Concr Compos 26(8):935–945. doi:10.1016/j.cemconcomp.2004.02.029

    Article  Google Scholar 

  12. Sun W, Mandel JA, Said S (1986) Study of the interface strength in steel fiber-reinforced cement-based composites. J Am Concr Inst 83(4):597–605

    Google Scholar 

  13. Igarashi S, Bentur A, Mindess S (1996) Microhardness testing of cementitious materials. Adv Cem Based Mater 4(2):48–57

    Google Scholar 

  14. Cross WM, Sabnis KH, Kjerengtroen L et al (2000) Microhardness testing of fiber-reinforced cement paste. ACI Mater J 97(2):162–167

    Google Scholar 

  15. Velez K, Sorrentino F (2001) Characterization of cementitious materials by nanoindentation. In: Kurdowski W, Gawlicki M (eds) Kurdowski symposium—science of cement and concrete, Krakow, June 20–21, pp 67–77

  16. Oliver WC, Pharr GM (1992) Improved technique for determining hardness and elastic modulus using load and displacement sensing indentation experiments. J Mater Res 7(6):1564–1580. doi:10.1557/JMR.1992.1564

    Article  Google Scholar 

  17. Constantinides G, Ulm FJ, Van Vliet K (2003) On the use of nanoindentation for cementitious materials. Mater Struct 36(3):191–196. doi:10.1007/BF02479557

    Article  Google Scholar 

  18. DeJong MJ, Ulm FJ (2007) The nanogranular behavior of C-S-H at elevated temperatures (up to 700°C). Cement Concr Res 37(1):1–12. doi:10.1016/j.cemconres.2006.09.006

    Article  Google Scholar 

  19. Mondal P, Shah SP, Marks L (2007) A reliable technique to determine the local mechanical properties at the nanoscale for cementitious materials. Cement Concr Res 37(10):1440–1444. doi:10.1016/j.cemconres.2007.07.001

    Article  Google Scholar 

  20. Mondal P, Shah SP, Marks LD (2008) Nanoscale characterization of cementitious materials. ACI Mater J 105(2):174–179

    Google Scholar 

  21. Nĕmeček J, Kabele P, Bittnar Z (2004) Nanoindentation based assessment of micromechanical properties of fiber reinforced cementitious composite. In: 6th RILEM symposium on fiber-reinforced concrete (FRC), BEFIB, Varenna, Italy, pp 401–410

  22. Zhu W, Sonebi M, Bartos PJM (2004) Bond and interfacial properties of reinforcement in self-compacting concrete. Mater Struct 37(7):442–448. doi:10.1007/BF02481580

    Article  Google Scholar 

  23. Banfill PFG (1994) Rheological methods for assessing the flow properties of mortar and related materials. Constr Build Mater 8(1):43–50. doi:10.1016/0950-0618(94)90007-8

    Article  Google Scholar 

  24. Faroug F, Szwabowski J, Wild S (1999) Influence of superplasticizers on workability of concrete. J Mater Civ Eng 11(2):151–157. doi:10.1061/(ASCE)0899-1561(1999)11:2(151)

    Article  Google Scholar 

  25. Jacoben S, Arntsen B (2008) Aggregate packing and -void saturation in mortar and concrete proportioning. Mater Struct 41(4):703–716. doi:10.1617/s11527-007-9275-4

    Article  Google Scholar 

  26. Kjellsen KO, Wallevik OH, Hallgren M (1999) On the compressive strength development of high-performance concrete and paste—effect of silica fume. Mater Struct 32(1):63–69. doi:10.1007/BF02480414

    Article  Google Scholar 

  27. Bentur A (2000) Role of interfaces in controlling durability of fiber-reinforced cements. J Mater Civ Eng 12(1):2–7. doi:10.1061/(ASCE)0899-1561(2000)12:1(2)

    Article  Google Scholar 

  28. Balendran RV, Zhou FP, Nadeem A et al (2002) Influence of steel fibres on strength and ductility of normal and lightweight high strength concrete. Build Environ 37(12):1361–1367. doi:10.1016/S0360-1323(01)00109-3

    Article  Google Scholar 

  29. Feldman RF, Huang C (1985) Properties of Portland cement-silicate fume pastes-I porosity and surface properties. Cement Concr Res 15(5):765–774. doi:10.1016/0008-8846(85)90141-3

    Article  Google Scholar 

Download references

Acknowledgements

This research was done at the Norwegian University of Science and Technology (NTNU), when the first author is working at the Department of Structural Engineering as a visiting Professor for one year. The first author gratefully thank the support by the Norwegian Research Councils a part of the Cultural Agreement between Norway and China—Government scholarships 2007/2008 (No. 26X35003) and the National Natural Science Foundation of China (No. 50508020). The invitation provided by Professor Stefan Jacobsen in NTNU to cooperate with this research work is gratefully appreciated. In addition, the financial support from the COIN (Concrete Innovation Centre) Project 3-3.5—Nanotechnology applied to Cement-based Materials is greatly appreciated. Help given by Dr. Hilde Lea Lein, engineer Ove Edvard Loraas, engineer Arild Monsøy and Wilhelm Dall in NTNU is also acknowledged.

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Correspondence to Xiao Hui Wang.

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Wang, X.H., Jacobsen, S., Lee, S.F. et al. Effect of silica fume, steel fiber and ITZ on the strength and fracture behavior of mortar. Mater Struct 43, 125–139 (2010). https://doi.org/10.1617/s11527-009-9475-1

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  • DOI: https://doi.org/10.1617/s11527-009-9475-1

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