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Possibility of pore size distribution application to the description of air-entrained concrete porosity structure

Treść / Zawartość
Identyfikatory
Warianty tytułu
PL
Możliwość stosowania rozkładu wielkości porów do opisu parametrów struktury porowatości betonów napowietrzonych
Języki publikacji
EN PL
Abstrakty
EN
Air void size and number distribution constitutes a major characteristic, which substantially contributes to building up concrete resistance to cyclic freezing and thawing. The standard pore spacing factor L is based on the Powers model. Due to the assumptions made in the model, it may not be able to represent the real structure of air pores in the concrete. Consequently, it is necessary to look for other methods to describe this structure. The sought model needs to account for variability in sizes of pore chords and pore random spacing in the paste. The paper analyses the distribution type and compares porosity characteristics obtained with measurements, and on the basis of the distribution. The analysis aims to assess if it is possible to substitute chords in the 0 to 400 μm range with their distribution. Another purpose of the analysis is to compare air pore structure parameters obtained by computations on raw data with the results received on the basis of pore size distribution for a given concrete.
Rocznik
Strony
5--12
Opis fizyczny
Bibliogr. 14 poz., rys., tab., wykr., wzory
Twórcy
  • Kielce University of Technology
autor
  • Kielce University of Technology
autor
  • Kielce University of Technology
Bibliografia
  • [1] Attiogbe E.K., Volume Fraction of Protected Paste and Mean Spacing of Air Voids, ACI Materials Journal, No. 94-M66, 1997, pp. 588-591.
  • [2] Elsen J., Lens N., Vyncke J., Aarre T., Quenard D., Smolej V., Quality assurance and quality control of air entrained concrete, Cement and Concrete Research, Vol. 24, No. 7, 1994, pp.1267-1276.
  • [3] Fagerlund G., Trwałość konstrukcji betonowych, Arkady, Warszawa 1997.
  • [4] Jin.S., Zhang J., Huang B., Fractal analysis of effect of air void on freeze-thaw resistance of concrete, Construction and Building Materials 47 (2013), pp. 126-130.
  • [5] Kong M., Bhattacharya R.N., James C., Basu A., A statistical approach to estimate the 3D size distribution of spheres from 2D size distributions. Bull. Geol. Soc. Am., 2005, 117:244-249.
  • [6] Philleo R.E., A Method for Analyzing Void Distribution In Air-Entrained Concrete, Cement, Concrete and Aggregates, No. 2, 1983, pp. 128-130.
  • [7] Pigeon M., Pleau R., Durability of concrete in cold climates, E&FN SPON.
  • [8] PN-EN 480-11 Determination of the characteristics of air pores in hardened concrete (in Polish), 2008.
  • [9] Powers T.C., Air requirement of frost resistant concrete, Proceedings, Highway Research Board, V. 29, 1949, pp. 184-202.
  • [10] Sommer H., Choosing admixtures for air-entrained concrete, Betonwerk + Fertigteil - Technik, No. 12, 1987, pp. 813-816.
  • [11] Springenschmidt R., Breitenbucher R., Setzer M.J., Air-entrained concrete - recent investigations on the fine sand composition. Waiting time before compaction and redosing of air-entraining agents, Betonwerk+Fertigteil-Technik, No. 11, 1987, pp. 742-748.
  • [12] Table Curve 2D, SYSTAT.
  • [13] Wawrzeńczyk J., Molendowska A., Use of microspheres as an alternative method of concrete air-entrainment (in Polish), Budownictwo - Technologie - Architektura, nr 4/2011, s. 51-55.
  • [14] Yim H.J., Kim J.H., Lee B.Y., Kwak H.G., Air voids size distribution determined by ultrasonic attenuation, Construction and Building Materials 47 (2013), pp. 502-510.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d8a949bc-7c20-44c6-999d-58972141d9da
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