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Analysis of glass fiber reinforced cement composites and their thermal and hygric material parameters

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Abstract

Methods of thermal analysis are employed in a study of the high-temperature properties of three different types of glass fiber reinforced cement composites together with the measurements of their thermal and hygric parameters. First, basic TG and DTG measurements are carried out to get the first insight into the high-temperature behavior of the analyzed materials. Then, mercury porosimetry and scanning electron microscopy of specimens subjected to the temperatures of 600 and 800°C are performed and compared to the reference specimens not exposed to any thermal load. Finally, measurements of thermal and hygric parameters of the studied materials are done and matched with the results of the material characterization experiments. Three main effects are found to influence the thermal and hygric properties of the analyzed materials. The first is the decomposition of the cement matrix, which is clearly a negative factor. The second is the positive effect of the presence of fibers that could partially keep the cement matrix together even after significant decomposition of cement hydration products. The third important factor affecting the thermal and hygric properties is the composition of the particular materials. The application of vermiculite aggregates instead of sand is found to be clearly positive because of its porous character leading to the bulk density decrease without worsening the other properties. Also, wollastonite aggregates are a better choice than sand because of its fibrous character that could partially magnify the effect of fiber reinforcement.

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References

  1. J. Toman, R. Černý and J. Šesták, ‘Stability of building materials at higher temperatures’ in Cs. Novák, Ed., Book of Abstracts, 7th European Symposium on Thermal Analysis and Calorimetry, Balatonfüred, Hungary 1998, p. 149.

  2. J. Toman, R. Černý and J. Šesták, Thermochim. Acta, 182/183 (1996) 239.

    Google Scholar 

  3. J. M. Tulliani, G. Pages, G. Fantozzi and L. Montanaro, J. Therm. Anal. Cal., 72 (2003) 1135.

    Article  CAS  Google Scholar 

  4. E. T. Stepkowska, J. L. Perez-Rodriguez, M. J. Sayagues and J. M. Martinez-Blanes, J. Therm. Anal. Cal., 73 (2003) 247.

    Article  CAS  Google Scholar 

  5. E. T. Stepkowska, J. M. Bijen, J. L. Perez-Rodriguez, A. Justo, P. J. Sanches-Soto and A. Aviles, J. Thermal. Anal., 42 (1994) 41.

    CAS  Google Scholar 

  6. J. Šesták, ‘Heat, Thermal Analysis and Society’ Nucleus, Hradec Králové 2004.

  7. R. Černý and J. Toman, in: V. P. de Freitas, V. Abrantes (Eds), Proc. of International Symposium on Moisture Problems in Building Walls, Univ. of Porto, Porto 1995, p. 299.

    Google Scholar 

  8. J. Toman, P. Koudelová and R. Černý, High Temperatures — High Pressures, 31 (1999) 595.

    Article  CAS  Google Scholar 

  9. J. Drchalová and R. Černý, Construction and Building Materials, 17 (2003) 223.

    Article  Google Scholar 

  10. R. Černý and P. Rovnaníková, ‘Transport Processes in Concrete’, Spon Press, London 2002.

    Google Scholar 

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Correspondence to J. Šesták.

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Podìbradská, J., Černý, R., Drchalová, J. et al. Analysis of glass fiber reinforced cement composites and their thermal and hygric material parameters. Journal of Thermal Analysis and Calorimetry 77, 85–97 (2004). https://doi.org/10.1023/B:JTAN.0000033191.59911.4d

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  • DOI: https://doi.org/10.1023/B:JTAN.0000033191.59911.4d

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