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Introduction of a full-range model for liquid and vapor transport properties of autoclaved aerated concrete

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Wybrane pełne teksty z tego czasopisma
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Konferencja
5th International Conference on Autoclaved Aerated Concrete "Securing a sustainable future" to be held at Bydgoszcz to celebrate 60 years of AAC experience in Poland, Bydgoszcz, September 14-17, 2011
Języki publikacji
EN
Abstrakty
EN
The hygric performance of autoclaved aerated concrete is a key determinant for many other material properties as e.g. thermal conduction, carbonation or shrinkage behavior. Laboratory determination of hygric material properties, i.e. moisture storage and moisture transport, is hence a prerequisite and a standard in production and process supervision. In this context, prediction and simulation of the hygric material performance based on numerical calculation models has become a widely used research and design tool. However, for assessment of the material behavior under variable climatic conditions, the hygric material properties have to be determined in a first step. In a second step, these properties have to be transformed into the non-linear coefficients required by these numerical calculation models. This paper is the second of two focusing on the second step. It introduces a full-range hygric material model bridging the gap between measured material properties and the non-linear storage and transport coefficients in the transfer equation. The model is based on the conductivity approach and relies on a bundle of tubes approach to derive the transport function from the pore structure of the material. By extending this approach with a mechanistic treatment of serial and parallel structured transport, a semi-empirical material model is developed providing a high flexibility and adjustability. The model is applied for an aerated autoclaved concrete. Input data are basic material properties obtained by the methods introduced in the first paper [26]. The approximation procedure is described and the achieved accuracy is discussed. In conclusion, the model is very suitable for sophisticated research as well as for a broad application to autoclaved aerated concrete in particular, and to porous materials in general.
Czasopismo
Rocznik
Tom
Strony
53--59
Opis fizyczny
Bibliogr. 35 poz., il.
Twórcy
  • Xella Technologie- und Forschungsgesellschaft, Section of Applied Research and Building Physics, Hohes Steinfeld 1, 14797 Kloster Lehnin, Germany
Bibliografia
  • [1] Derive the relative liquid conductivity from the moisture storage function by applying the bundle of tubes model.
  • [2] Determine the absolute conductivity function by scaling the relative one to the measured conductivity value Kₑff at saturation.
  • [3] Determine the vapor permeability according to based on measured drycup vapor diffusion data and an initial estimated the mechanistic model parameter ηsp.
  • [4] Derive hygroscopic conductivity data KI,hyg(θI) from the difference of the vapor permeability and wet-cup vapor diffusion measurements, and add them to the conductivity function.
  • [5] Introduce a general scaling factor ηcap at capillary saturation θcap. Truncate the conductivity function at capillary saturation and interpolate between the final value KI (θcap) and the measured saturated conductivity data from permeameter or infiltrometer experiments.
  • [6] Apply the scaling function fI (θI) from the mechanistic model according to with an initial estimate for ηsp.
  • [7] Optimize both modeling parameters by numerical simulation of the water absorption and the drying experiment. This is an iterative process. ηcap is adjusted by the aid of water absorption data, and ηsp by the aid of drying data.
  • [8] J. Adolphs, M.J. Setzer, P. Heine, Changes in pore structure and mercury contact angle of hardened cement paste depending on relative humidity, Mater. Struct. 35 (2002) 477-486.
  • [9] J. Bear, Y. Bachmat, Introduction to Modeling of Transport Phenomena in Porous Media, Kluwer Academic Publishers, Dordrecht, 1991.
  • [10] B. Blocken, J. Carmeliet, Spatial and temporal distribution of driving rain on a low-rise building, Wind Struct. 5 (2002) 441-462.
  • [11] B. Blocken, J. Carmeliet, On the validity of the cosine projection in wind-driven rain calculations on buildings, Build. Environ. 41 (2006) 1182-1189.
  • [12] N.T. Burdine, Relative permeability calculations from pore-size distribution data, Trans. AIME 198 (1953) 71-78.
  • [13] D.A. de Vries, The theory of heat and moisture transfer in porous media revisited, Int. J. Heat Mass Transfer 30 (1987) 1343-1350.
  • [14] F.A.L. Dullien, Porous Media - Fluid Transport and Pore Structure, Academic Press, New York, 1979.
  • [15] W. Durner, Hydraulic conductivity estimation for soils with heterogeneous pore structure, Water Resour. Res. 30 (1994) 211-223.
  • [16] C. Finkenstein, P. Häupl, Atmospheric longwave radiation being a climatic boundary condition in hygrothermal building part simulation, in: Proceedings of the 12th Symposium for Building Physics in Dresden, 2007, pp. 617-624.
  • [17] G.H. Galbraith, Heat and mass transfer within porous building materials, Ph.D. Thesis, University of Strathclyde, Glasgow, 1992.
  • [18] J. Grunewald, Diffusiver und konvektiver Stoff- und Energietransport in kapillarporösen Baustoffen, Ph.D. Thesis, Dresden Univeristy of Technology, 1997.
  • [19] J. Grunewald, P. Häupl, M. Bomberg, Towards an engineering model of material characteristics for input to HAM transport simulations. Part 1: an approach, J. Therm. Environ. Build. Sci. 26 (2003) 343-366.
  • [20] P. Häupl, J. Grunewald, H. Fechner, H. Stopp, Coupled heat air and moisture transfer in building structures, Int. J. Heat Mass Transfer 40 (1997) 1633-1642.
  • [21] P. Häupl, H. Fechner, Hygric material properties of porous building materials, J. Therm. Environ. Build. Sci. 26 (2003) 259-284.
  • [22] H. Janssen, The influence of soil moisture transfer on building heat loss via the ground, Ph.D. Thesis, Catholic University of Leuven, 2002.
  • [23] H. Janssen, B. Blocken, J. Carmeliet, Conservative modelling of the moisture and heat transfer in building components under atmospheric excitation, Int. J. Heat Mass Transfer 50 (2007) 1128-1140.
  • [24] H. Janssen, B. Blocken, S. Roels, J. Carmeliet, Wind-driven rain as a boundary condition for HAM simulations: analysis of simplified modelling approaches, Build. Environ. 42 (2007) 1555-1567.
  • [25] H.M. Künzel, Verfahren zur ein- und zweidimensionalen Berechnung des gekoppelten Wärme- und Feuchtetransports in Bauteilen mit einfachen Kennwerten, Ph.D. Thesis, University of Stuttgart, 1994.
  • [26] H.M. Künzel, K. Kiessl, Calculation of heat and moisture transfer in exposed building components, Int. J. Heat Mass Transfer 40 (1997) 159–167.
  • [27] Y. Mualem, A new model for predicting the hydraulic conductivity of unsaturated porous media, Water Resour. Res. 12 (1976) 513-522.
  • [28] Y. Mualem, Modeling the hydraulic conductivity of unsaturated porous media, in: M. Th. van Genuchten, F.J. Leij, L.J. Lund (Eds.), Proceedings of the International Workshop on Indirect Methods for Estimating the Hydraulic Properties of Unsaturated Soils, Riverside, California, October 1989, University of California, 1992.
  • [29] A. Nicolai, Modeling and numerical simulation of salt transport and phase transitions in unsaturated porous building materials, Ph.D. Thesis, Syracuse University, New York, 2007.
  • [30] S. Roels, J. Elsen, J. Carmeliet, H. Hens, Characterisation of pore structure by combining mercury porosimetry and micrography, Mater. Struct. 34 (2001) 76-82.
  • [31] G.A. Scheffler, Validation of hygrothermal material modelling under consideration of the hysteresis of moisture storage, Ph.D. Thesis, Dresden University of Technology, Dresden, 2008.
  • [32] G.A. Scheffler, R. Plagge 2010. A whole range hygric material model: Modelling liquid and vapour transport properties in porous media. Int. J. Heat Mass Transfer 53 (2010) 286-296.
  • [33] G.A. Scheffler, R. Plagge 2011. Methods for moisture storage and transport property determination of autoclaved aerated concrete. Article submitted to the 5th International Autoclaved Aerated Concrete Conference in Bydgoszcz, Poland September 2011.
  • [34] R. Schirmer, Die Diffusionszahl von Wasserdampf-Luftgemischen und die Verdampfungsgeschwindigkeit, VDI Beiheft Verfahrenstechnik 2 (1938) 170-177.
  • [35] M.T. van Genuchten, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J. 44 (1980) 892-898.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BTB2-0076-0037
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