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Multiscale carbon nanosphere–carbon fiber reinforcement for cement-based composites with enhanced high-temperature resistance

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Abstract

A novel multiscale reinforcement was prepared by the fast growth of carbon nanospheres (CNSs) onto the surface of carbon fiber (CF) under mildly hydrothermal reaction. The uniform layer of CNS with an average diameter of 85 nm produced on the fiber surface. Further, the structural analysis, surface morphology, and thermal decomposition behavior of CNS–CF reinforcement were studied by X-ray diffraction (XRD), scanning electron microscope (SEM), X-ray photoelectron spectroscopy combined with Fourier transform infrared spectroscopy and thermogravimetric analysis, respectively. Cement-based composites based on the multiscale CNS–CF reinforcement have been fabricated to evaluate their high-temperature resistance. CNS–CF/cement composites have a better resistance to the degradation resulted from exposure to elevated temperature up to 600 °C than CF/cement composites and pristine hardened pastes, since their relative residual compressive strength is superior. The degrading mechanisms due to exposure to elevated temperatures were discussed and confirmed by using SEM and XRD. Results indicated that enhanced high-temperature resistance was attributed to the effective interlocking between CF and matrix due to (1) the presence of nanoscale CNS on the surface of CF and (2) the formation of microchannels in the matrix since CNS collapsed prior to CF after exposure to elevated temperatures.

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References

  1. Ranade R, Zhang J, Lynch JP, Li VC (2014) Influence of micro-cracking on the composite resistivity of engineered cementitious composites. Cem Concr Res 58:1–12

    Article  Google Scholar 

  2. Laukaitis A, Keriene J, Kligys M, Mikulskis D, Lekunaite L (2012) Influence of mechanically treated carbon fibre additives on structure formation and properties of autoclaved aerated concrete. Constr Build Mater 26:362–371

    Article  Google Scholar 

  3. Erdem TK (2014) Specimen size effect on the residual properties of engineered cementitious composites subjected to high temperatures. Cem Concr Compos 45:1–8

    Article  Google Scholar 

  4. Wang S, Chung DDL (2006) Self-sensing of flexural strain and damage in carbon fiber polymer–matrix composite by electrical resistance measurement. Carbon 44:2739–2751

    Article  Google Scholar 

  5. Farzadnia N, Abang Ali AA, Demirboga R (2013) Characterization of high strength mortars with nano alumina at elevated temperatures. Cem Concr Res 54:43–54

    Article  Google Scholar 

  6. Tanigawa Y, Yamada K (1978) Size effect in compressive strength of concrete. Cem Concr Res 8:181–190

    Article  Google Scholar 

  7. Chen B, Liu J (2004) Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures. Cem Concr Res 34:1065–1069

    Article  Google Scholar 

  8. Çavdar A (2012) A study on the effects of high temperature on mechanical properties of fiber reinforced cementitious composites. Compos B Eng 43:2452–2463

    Article  Google Scholar 

  9. Düzgün OA, Gül R, Aydin AC (2005) Effect of steel fibers on the mechanical properties of natural lightweight aggregate concrete. Mater Lett 59:3357–3363

    Article  Google Scholar 

  10. Sun Z, Xu Q (2009) Microscopic, physical and mechanical analysis of polypropylene fiber reinforced concrete. Mater Sci Eng A 527:198–204

    Article  Google Scholar 

  11. Kalifa P, Chéné G, Gallé C (2001) High-temperature behaviour of HPC with polypropylene fibres: from spalling to microstructure. Cem Concr Res 31:1487–1499

    Article  Google Scholar 

  12. Noumowe AN, Siddique R, Debicki G (2009) Permeability of high-performance concrete subjected to elevated temperature (600°C). Constr Build Mater 23:1855–1861

    Article  Google Scholar 

  13. Zeiml M, Leithner D, Lackner R, Mang HA (2006) How do polypropylene fibers improve the spalling behavior of in situ concrete? Cem Concr Res 36:929–942

    Article  Google Scholar 

  14. Chung DDL (2000) Cement reinforced with short carbon fibers: a multifunctional material. Compos B Eng 31:511–526

    Article  Google Scholar 

  15. Muthusamy S, Chung DDL (2010) Carbon-fiber cement-based materials for electromagnetic shielding. ACI Mater J 107:602–610

    Google Scholar 

  16. Han S, Chung DDL (2012) Mechanical energy dissipation using carbon fiber polymer-matrix structural composites with filler incorporation. J Mater Sci 47:2434–2453. doi:10.1007/s10853-011-6066-7

    Article  Google Scholar 

  17. Wen SH, Chung DDL (2006) Self-sensing of flexural damage and strain in carbon fiber reinforced cement and effect of embedded steel reinforcing bars. Carbon 44:1496–1502

    Article  Google Scholar 

  18. Drchalová J, Mňahončáková E, Vejmelka R, Koĺı́sko J, Bayer P, Černý R (2004) Hydric and mechanical properties of carbon fiber reinforced cement composites subjected to thermal load. Constr Build Mater 18:567–578

    Article  Google Scholar 

  19. Qian H, Greenhalgh ES, Shaffer MSP, Bismarck A (2010) Carbon nanotube-based hierarchical composites: a review. J Mater Chem 20:4751–4762

    Article  Google Scholar 

  20. Hu J, Dong S, Feng Q, Zhou M, Wang X, Cheng Y (2014) Tailoring carbon nanotube/matrix interface to optimize mechanical properties of multiscale composites. Carbon 69:621–625

    Article  Google Scholar 

  21. Rodriguez AJ, Guzman ME, Lim C-S, Minaie B (2011) Mechanical properties of carbon nanofiber/fiber-reinforced hierarchical polymer composites manufactured with multiscale-reinforcement fabrics. Carbon 49:937–948

    Article  Google Scholar 

  22. Jia X, Li G, Liu B, Luo Y, Yang G, Yang X (2013) Multiscale reinforcement and interfacial strengthening on epoxy-based composites by silica nanoparticle-multiwalled carbon nanotube complex. Compos Part A 48:101–109

    Article  Google Scholar 

  23. Thostenson ET, Li WZ, Wang DZ, Ren ZF, Chou TW (2002) Carbon nanotube/carbon fiber hybrid multiscale composites. J Appl Phys 91:6034–6037

    Article  Google Scholar 

  24. Zhao F, Huang Y, Liu L, Bai Y, Xu L (2011) Formation of a carbon fiber/polyhedral oligomeric silsesquioxane/carbon nanotube hybrid reinforcement and its effect on the interfacial properties of carbon fiber/epoxy composites. Carbon 49:2624–2632

    Article  Google Scholar 

  25. Ryu J, Suh YW, Suh DJ, Ahn DJ (2010) Hydrothermal preparation of carbon microspheres from mono-saccharides and phenolic compounds. Carbon 48:1990–1998

    Article  Google Scholar 

  26. Wang HQ, Guo QG, Yang JH et al (2013) Microstructural evolution and oxidation resistance of polyacrylonitrile-based carbon fibers doped with boron by the decomposition of B4C. Carbon 56:296–308

    Article  Google Scholar 

  27. Wang B, Guo Z, Han Y, Zhang T (2013) Electromagnetic wave absorbing properties of multi-walled carbon nanotube/cement composites. Constr Build Mater 46:98–103

    Article  Google Scholar 

  28. Bekyarova E, Thostenson ET, Yu A et al (2007) Multiscale carbon nanotube–carbon fiber reinforcement for advanced epoxy composites. Langmuir 23:3970–3974

    Article  Google Scholar 

  29. Yang ZC, Zhang Y, Kong JH, Wong SY, Li X, Wang J (2013) Hollow carbon nanoparticles of tunable size and wall thickness by hydrothermal treatment of alpha-cyclodextrin templated by F127 block copolymers. Chem Mater 25:704–710

    Article  Google Scholar 

  30. Yang Z-C, Li X, Wang J (2011) Intrinsically fluorescent nitrogen-containing carbon nanoparticles synthesized by a hydrothermal process. Carbon 49:5207–5212

    Article  Google Scholar 

  31. Ray SC, Tetana ZN, Erasmus R, Mathur A, Coville NJ (2014) Carbon spheres for energy applications: Raman and X-ray photoemission spectroscopy studies. Int J Energy Res 38:444–451

    Article  Google Scholar 

  32. Mérel P, Tabbal M, Chaker M, Moisa S, Margot J (1998) Direct evaluation of the sp3 content in diamond-like-carbon films by XPS. Appl Surf Sci 136:105–110

    Article  Google Scholar 

  33. László K, Tombácz E, Josepovits K (2001) Effect of activation on the surface chemistry of carbons from polymer precursors. Carbon 39:1217–1228

    Article  Google Scholar 

  34. Dhakate SR, Bahl OP (2003) Effect of carbon fiber surface functional groups on the mechanical properties of carbon–carbon composites with HTT. Carbon 41:1193–1203

    Article  Google Scholar 

  35. Fu X, Lu W, Chung DDL (1998) Ozone treatment of carbon fiber for reinforcing cement. Carbon 36:1337–1345

    Article  Google Scholar 

  36. Wang CA, Li KZ, Li HJ, Jiao GS, Lu JH, Hou DS (2008) Effect of carbon fiber dispersion on the mechanical properties of carbon fiber-reinforced cement-based composites. Mater Sci Eng A 487:52–57

    Article  Google Scholar 

  37. Zhao Y, Liu Z, Wang H et al (2013) Microstructure and thermal/mechanical properties of short carbon fiber-reinforced natural graphite flake composites with mesophase pitch as the binder. Carbon 53:313–320

    Article  Google Scholar 

  38. Silva FDA, Butler M, Hempel S, Toledo Filho RD, Mechtcherine V (2014) Effects of elevated temperatures on the interface properties of carbon textile-reinforced concrete. Cem Concr Compos 48:26–34

    Article  Google Scholar 

  39. Rashad AM, Bai Y, Basheer PAM, Collier NC, Milestone NB (2012) Chemical and mechanical stability of sodium sulfate activated slag after exposure to elevated temperature. Cem Concr Res 42:333–343

    Article  Google Scholar 

  40. Donatello S, Kuenzel C, Palomo A, Fernández-Jiménez A (2014) High temperature resistance of a very high volume fly ash cement paste. Cem Concr Compos 45:234–242

    Article  Google Scholar 

  41. KM Anwar Hossain (2006) High strength blended cement concrete incorporating volcanic ash: performance at high temperatures. Cem Concr Compos 28:535–545

    Article  Google Scholar 

  42. Peng GF, Huang ZS (2008) Change in microstructure of hardened cement paste subjected to elevated temperatures. Constr Build Mater 22:593–599

    Article  Google Scholar 

  43. Chan YN, Luo X, Sun W (2000) Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800°C. Cem Concr Res 30:247–251

    Article  Google Scholar 

Download references

Acknowledgements

We gratefully acknowledge financial support by National Key Technology Research and Development Program of the Ministry of Science and Technology of China (2013BAC14B00), Shanxi Province Science and Technology Tacking Fund (No. 201203013009-3) and School Science Foundation of North University of China.

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Correspondence to Tao Han or Huiqi Wang.

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Han, T., Wang, H., Jin, X. et al. Multiscale carbon nanosphere–carbon fiber reinforcement for cement-based composites with enhanced high-temperature resistance. J Mater Sci 50, 2038–2048 (2015). https://doi.org/10.1007/s10853-014-8655-8

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  • DOI: https://doi.org/10.1007/s10853-014-8655-8

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