Two-dimensional hygrothermal modelling of masonry walls accounting for imperfections at the masonry joint

Michael Gutland; Scott Bucking; Mario Santana Quintero

doi:10.1051/e3sconf/202017208003

All issues

Volume 172 (2020)

E3S Web Conf., 172 (2020) 08003

References

Open Access

Issue		E3S Web Conf. Volume 172, 2020 12^th Nordic Symposium on Building Physics (NSB 2020)


Article Number		08003
Number of page(s)		7
Section		Multidimensional modelling and thermal bridges
DOI		https://doi.org/10.1051/e3sconf/202017208003
Published online		30 June 2020

K. Calle, T. De Kock, V. Cnudde, and N. Van den Bossche, “Liquid moisture transport in combined ceramic brick and natural hydraulic lime mortar samples: Does the hygric interface resistance dominate the moisture transport?,” J. Build. Phys., vol. 43, no. 3, pp. 208–228, Nov. 2019, doi: 10.1177/1744259119857762. [Google Scholar]
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X. Qiu, F. Haghighat, and M. Kumaran, “Moisture Transport Across Interfaces Between Autoclaved Aerated Concrete and Mortar,” J. Build. Phys., vol. 26, Jan. 2003, doi: 10.1177/109719603032804. [Google Scholar]
E. Vereecken and S. Roels, “Hygric performance of a massive masonry wall: How do the mortar joints influence the moisture flux?,” Constr. Build. Mater., vol. 41, pp. 697–707, Apr. 2013, doi: 10.1016/j.conbuildmat.2012.12.024. [Google Scholar]
X. Zhou, G. Desmarais, P. Vontobel, J. Carmeliet, and D. Derome, “Water uptake in masonry: effect of brick/mortar interface,” in 7th International Building Physics Conference Proceedings, Syracuse, 2018, pp. 103–108. [Google Scholar]
S. Roels, K. Vandersteen, and J. Carmeliet, “Measuring and simulating moisture uptake in a fractured porous medium,” Adv. Water Resour., vol. 26, no. 3, pp. 237–246, Mar. 2003, doi: 10.1016/S0309-1708(02)00185-9. [Google Scholar]
S. Rouchier, “Hygrothermal performance assessment of damaged building materials,” Doctorate, Universite de Lyon, Lyon, 2012. [Google Scholar]
X. Li, S. Chen, Q. Xu, and Y. Xu, “Modeling Capillary Water Absorption in Concrete with Discrete Crack Network,” J. Mater. Civ. Eng., vol. 30, no. 1, p. 04017263, Jan. 2018, doi: 10.1061/(ASCE)MT.1943-5533.0002122. [CrossRef] [Google Scholar]
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R. W. Zimmerman and G. S. Bodvarsson, “Hydraulic Conductivity of Rock Fractures,” Lawrence Berkley Laboratory, Oct. 1994. [CrossRef] [Google Scholar]
S. R. Brown, “Fluid flow through rock joints: The effect of surface roughness,” J. Geophys. Res. Solid Earth, vol. 92, no. B2, pp. 1337–1347, Feb. 1987, doi: 10.1029/JB092iB02p01337. [Google Scholar]
S. Ge, “A governing equation for fluid flow in rough fractures,” Water Resour. Res., vol. 33, no. 1, pp. 53–61, Jan. 1997. [Google Scholar]
S. Kirkpatrick, “Percolation and Conduction,” Rev. Mod. Phys., vol. 45, no. 4, pp. 574–588, Oct. 1973, doi: 10.1103/RevModPhys.45.574. [Google Scholar]
E. Hakami, “Aperture Distribution of Rock Fractures,” Ph.D, Royal Institute of Technology, Stockholm, 1995. [Google Scholar]
L. J. Pyrack-Nolte, L. R. Myer, N. G. W. Cook, and P. A. Witherspoon, “Hydraulic and mechanical properties of natural fractures in lowpermeability rock,” Research Org.: Lawrence Berkeley Lab., CA (USA), 1987. [Google Scholar]
Bauklimatik Dresden, DELPHIN 6.0. Dresden, 2018. [Google Scholar]
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N. T. Burdine, “Relative Permeability Calculations From Pore Size Distribution Data,” SPE-225-G, vol. 5, no. 03, pp. 71–78, Mar. 1953, doi: 10.2118/225-G. [Google Scholar]
G. Scheffler, J. Grunewald, and P. Haupl, “Calibration of an engineering model of hygrothermal material characterisation,” in Council for Research and Innovation in Building and Construction W40 Meeting, Glasgow, Scotland, 2004. [Google Scholar]

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[1] K. Calle, T. De Kock, V. Cnudde, and N. Van den Bossche, “Liquid moisture transport in combined ceramic brick and natural hydraulic lime mortar samples: Does the hygric interface resistance dominate the moisture transport?,” J. Build. Phys., vol. 43, no. 3, pp. 208–228, Nov. 2019, doi: 10.1177/1744259119857762. [Google Scholar]

[2] H. Derluyn, H. Janssen, and J. Carmeliet, “Influence of the nature of interfaces on the capillary transport in layered materials,” Constr. Build. Mater., vol. 25, no. 9, pp. 3685–3693, Sep. 2011, doi: 10.1016/j.conbuildmat.2011.03.063. [Google Scholar]

[3] X. Qiu, F. Haghighat, and M. Kumaran, “Moisture Transport Across Interfaces Between Autoclaved Aerated Concrete and Mortar,” J. Build. Phys., vol. 26, Jan. 2003, doi: 10.1177/109719603032804. [Google Scholar]

[4] E. Vereecken and S. Roels, “Hygric performance of a massive masonry wall: How do the mortar joints influence the moisture flux?,” Constr. Build. Mater., vol. 41, pp. 697–707, Apr. 2013, doi: 10.1016/j.conbuildmat.2012.12.024. [Google Scholar]

[5] X. Zhou, G. Desmarais, P. Vontobel, J. Carmeliet, and D. Derome, “Water uptake in masonry: effect of brick/mortar interface,” in 7th International Building Physics Conference Proceedings, Syracuse, 2018, pp. 103–108. [Google Scholar]

[6] S. Roels, K. Vandersteen, and J. Carmeliet, “Measuring and simulating moisture uptake in a fractured porous medium,” Adv. Water Resour., vol. 26, no. 3, pp. 237–246, Mar. 2003, doi: 10.1016/S0309-1708(02)00185-9. [Google Scholar]

[7] S. Rouchier, “Hygrothermal performance assessment of damaged building materials,” Doctorate, Universite de Lyon, Lyon, 2012. [Google Scholar]

[8] X. Li, S. Chen, Q. Xu, and Y. Xu, “Modeling Capillary Water Absorption in Concrete with Discrete Crack Network,” J. Mater. Civ. Eng., vol. 30, no. 1, p. 04017263, Jan. 2018, doi: 10.1061/(ASCE)MT.1943-5533.0002122. [CrossRef] [Google Scholar]

[9] D. Smyl, M. Hallaji, A. Seppanen, and M. Pour-Ghaz, “Three dimensional electrical imaging of moisture ingress in mortar,” in American Concrete Institute, ACI Special Publication, 2016, vol. 2016-January, pp. 27–48. [Google Scholar]

[10] R. W. Zimmerman and G. S. Bodvarsson, “Hydraulic Conductivity of Rock Fractures,” Lawrence Berkley Laboratory, Oct. 1994. [CrossRef] [Google Scholar]

[11] S. R. Brown, “Fluid flow through rock joints: The effect of surface roughness,” J. Geophys. Res. Solid Earth, vol. 92, no. B2, pp. 1337–1347, Feb. 1987, doi: 10.1029/JB092iB02p01337. [Google Scholar]

[12] S. Ge, “A governing equation for fluid flow in rough fractures,” Water Resour. Res., vol. 33, no. 1, pp. 53–61, Jan. 1997. [Google Scholar]

[13] S. Kirkpatrick, “Percolation and Conduction,” Rev. Mod. Phys., vol. 45, no. 4, pp. 574–588, Oct. 1973, doi: 10.1103/RevModPhys.45.574. [Google Scholar]

[14] E. Hakami, “Aperture Distribution of Rock Fractures,” Ph.D, Royal Institute of Technology, Stockholm, 1995. [Google Scholar]

[15] L. J. Pyrack-Nolte, L. R. Myer, N. G. W. Cook, and P. A. Witherspoon, “Hydraulic and mechanical properties of natural fractures in lowpermeability rock,” Research Org.: Lawrence Berkeley Lab., CA (USA), 1987. [Google Scholar]

[16] Bauklimatik Dresden, DELPHIN 6.0. Dresden, 2018. [Google Scholar]

[17] Martinus. Th. van Genuchten, “A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils1,” Soil Sci. Soc. Am. J., vol. 44, no. 5, p. 892, 1980, doi: 10.2136/sssaj1980.03615995004400050002x. [Google Scholar]

[18] N. T. Burdine, “Relative Permeability Calculations From Pore Size Distribution Data,” SPE-225-G, vol. 5, no. 03, pp. 71–78, Mar. 1953, doi: 10.2118/225-G. [Google Scholar]

[19] G. Scheffler, J. Grunewald, and P. Haupl, “Calibration of an engineering model of hygrothermal material characterisation,” in Council for Research and Innovation in Building and Construction W40 Meeting, Glasgow, Scotland, 2004. [Google Scholar]