Application of sorptivity–diffusivity relationship for the refinement of hydraulic diffusivity function parameters obtained through inverse analysis
The modelling of water absorption in porous building materials is critical to the rational assessment of their performance during service. The non-linear diffusion equation has been extensively used to describe the phenomena with a two-parameter, moisture–dependent hydraulic diffusivity function, D...
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| Published in | Journal of building pathology and rehabilitation Vol. 5; no. 1 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Cham
Springer International Publishing
01.12.2020
|
| Subjects | |
| Online Access | Get full text |
| ISSN | 2365-3159 2365-3167 |
| DOI | 10.1007/s41024-019-0068-2 |
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| Abstract | The modelling of water absorption in porous building materials is critical to the rational assessment of their performance during service. The non-linear diffusion equation has been extensively used to describe the phenomena with a two-parameter, moisture–dependent hydraulic diffusivity function,
D
(
θ
n
)
, as the transport parameter. For a given material, the parameters of
D
(
θ
n
)
are often fitted through inverse modelling, which requires the non-destructive measurement of moisture profiles with expensive equipment. An alternative to this approach, is to use a sorptivity–diffusivity model which quantifies the parameters of
D
(
θ
n
)
on the basis of sorptivity determined through simple gravimetric measurements made in the course of a water-absorption test. However, the latter approach requires assuming the value of one of the two parameters to quantify the other. The objective of this paper is to demonstrate a novel combination of the two methods for obtaining refined estimates of parameters in
D
(
θ
n
)
. The idea has been demonstrated by considering the instances of OPC–lime–sand mortar, fired clay brick, Lepine stone and sand specimen for which the moisture intrusion profiles and
D
(
θ
n
)
modelled through inverse analysis have been reported previously by independent researchers. Analysis reveals that, the sorptivity–diffusivity model when used as a refinement tool for the parameters of
D
(
θ
n
)
fitted through inverse analysis leads to improvements of up to about 12% and 5% in the estimation of moisture content and penetration depth respectively. |
|---|---|
| AbstractList | The modelling of water absorption in porous building materials is critical to the rational assessment of their performance during service. The non-linear diffusion equation has been extensively used to describe the phenomena with a two-parameter, moisture–dependent hydraulic diffusivity function,
D
(
θ
n
)
, as the transport parameter. For a given material, the parameters of
D
(
θ
n
)
are often fitted through inverse modelling, which requires the non-destructive measurement of moisture profiles with expensive equipment. An alternative to this approach, is to use a sorptivity–diffusivity model which quantifies the parameters of
D
(
θ
n
)
on the basis of sorptivity determined through simple gravimetric measurements made in the course of a water-absorption test. However, the latter approach requires assuming the value of one of the two parameters to quantify the other. The objective of this paper is to demonstrate a novel combination of the two methods for obtaining refined estimates of parameters in
D
(
θ
n
)
. The idea has been demonstrated by considering the instances of OPC–lime–sand mortar, fired clay brick, Lepine stone and sand specimen for which the moisture intrusion profiles and
D
(
θ
n
)
modelled through inverse analysis have been reported previously by independent researchers. Analysis reveals that, the sorptivity–diffusivity model when used as a refinement tool for the parameters of
D
(
θ
n
)
fitted through inverse analysis leads to improvements of up to about 12% and 5% in the estimation of moisture content and penetration depth respectively. |
| ArticleNumber | 4 |
| Author | Korakuti, Hanumanthu Sarkar, Kaustav |
| Author_xml | – sequence: 1 givenname: Hanumanthu surname: Korakuti fullname: Korakuti, Hanumanthu organization: School of Engineering, Indian Institute of Technology Mandi – sequence: 2 givenname: Kaustav surname: Sarkar fullname: Sarkar, Kaustav email: srkr@iitmandi.ac.in organization: School of Engineering, Indian Institute of Technology Mandi |
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| Cites_doi | 10.1016/0950-0618(95)00046-1 10.1080/19401493.2017.1298669 10.4324/9780203301708 10.1016/S0360-1323(00)00015-9 10.1016/1065-7355(94)90034-5 10.1177/1097196304042324 10.1088/0022-3727/37/16/013 10.1007/s11242-012-0066-1 10.1680/macr.1989.41.147.51 10.1177/109719639902200409 10.1007/s11242-005-1125-7 10.1016/j.conbuildmat.2016.08.044 10.1016/j.cemconres.2004.10.043 10.1007/s11633-005-0093-2 10.1007/s00161-016-0511-4 10.1016/j.ijheatmasstransfer.2008.01.013 10.1002/bapi.200810058 10.1088/0022-3727/34/16/322 10.1080/14488353.2018.1473832 10.2136/sssaj1975.03615995003900030019x 10.1016/S0730-725X(03)00161-9 10.1016/0017-9310(88)90007-5 10.1007/BF02479625 10.1088/0022-3727/36/6/320 10.2136/sssaj1994.03615995005800060002x 10.1061/(ASCE)MT.1943-5533.0001211 10.1007/BF02480491 10.1016/j.cemconres.2009.09.001 10.1016/j.cemconres.2006.10.004 10.1007/BF02472950 10.1007/BF02498563 10.1177/1744259106064356 10.4028/www.scientific.net/AMR.982.49 10.1201/9781482272109 10.1016/j.proeng.2017.04.287 |
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| Keywords | Porous building materials Water absorption Sorptivity Hydraulic diffusivity FDM |
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| Title | Application of sorptivity–diffusivity relationship for the refinement of hydraulic diffusivity function parameters obtained through inverse analysis |
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