Moisture Transfer in Concrete: Numerical Determination of the Capillary Conductivity Coefficient

We numerically investigated moisture transfer in buildings made of concrete. We considered three types of concrete: normal concrete, pumice concrete and cellular concrete. We present the results of a 1-D liquid water flow in such materials. We evaluated the moisture distribution in building material...

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Main Authors: Simo Elie, Dzali Mbeumo Pascal Durant, Mbami Njeuten Jeanne Claude
Format: Article
Language:English
Published: Sciendo 2017-03-01
Series:Slovak Journal of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/sjce.2017.25.issue-1/sjce-2017-0002/sjce-2017-0002.xml?format=INT
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spelling doaj-036f36421a78467fbb363234f2a8a0342020-11-24T22:36:05ZengSciendoSlovak Journal of Civil Engineering1210-38961338-39732017-03-01251101810.1515/sjce-2017-0002sjce-2017-0002Moisture Transfer in Concrete: Numerical Determination of the Capillary Conductivity CoefficientSimo Elie0Dzali Mbeumo Pascal Durant1Mbami Njeuten Jeanne Claude2Enviromental Energy Technology Laboratory, EETL, Physics Department, Faculty of Science, University of Yaounde I, B. P. 7268 Yaounde, CameroonEnviromental Energy Technology Laboratory, EETL, Physics Department, Faculty of Science, University of Yaounde I, B. P. 7268 Yaounde, CameroonDepartment de Physique, Ecole Normale Superieure du Cameroon, B.P. 47 Yaounde, CameroonWe numerically investigated moisture transfer in buildings made of concrete. We considered three types of concrete: normal concrete, pumice concrete and cellular concrete. We present the results of a 1-D liquid water flow in such materials. We evaluated the moisture distribution in building materials using the Runge-Kutta fourth-and-fifth-order method. The DOPRI5 code was used as an integrator. The model calculated the resulting moisture content and other moisture-dependent physical parameters. The moisture curves were plotted. The dampness data obtained was utilized for the numerical computation of the coefficient of the capillary conductivity of moisture. Different profiles of this coefficient are represented. Calculations were performed for four different values of the outdoor temperature: -5°C, 0°C, 5°C and 10°C. We determined that the curves corresponding to small time intervals of wetting are associated with great amplitudes of the capillary conductivity . The amplitudes of the coefficient of the capillary conductivity decrease as the time interval increases. High outdoor temperatures induce high amplitudes of the coefficient of the capillary conductivity.http://www.degruyter.com/view/j/sjce.2017.25.issue-1/sjce-2017-0002/sjce-2017-0002.xml?format=INTConcreteMoisture contentDiffusionCoefficient of the capillary conductivityDOPRI5 integrator
collection DOAJ
language English
format Article
sources DOAJ
author Simo Elie
Dzali Mbeumo Pascal Durant
Mbami Njeuten Jeanne Claude
spellingShingle Simo Elie
Dzali Mbeumo Pascal Durant
Mbami Njeuten Jeanne Claude
Moisture Transfer in Concrete: Numerical Determination of the Capillary Conductivity Coefficient
Slovak Journal of Civil Engineering
Concrete
Moisture content
Diffusion
Coefficient of the capillary conductivity
DOPRI5 integrator
author_facet Simo Elie
Dzali Mbeumo Pascal Durant
Mbami Njeuten Jeanne Claude
author_sort Simo Elie
title Moisture Transfer in Concrete: Numerical Determination of the Capillary Conductivity Coefficient
title_short Moisture Transfer in Concrete: Numerical Determination of the Capillary Conductivity Coefficient
title_full Moisture Transfer in Concrete: Numerical Determination of the Capillary Conductivity Coefficient
title_fullStr Moisture Transfer in Concrete: Numerical Determination of the Capillary Conductivity Coefficient
title_full_unstemmed Moisture Transfer in Concrete: Numerical Determination of the Capillary Conductivity Coefficient
title_sort moisture transfer in concrete: numerical determination of the capillary conductivity coefficient
publisher Sciendo
series Slovak Journal of Civil Engineering
issn 1210-3896
1338-3973
publishDate 2017-03-01
description We numerically investigated moisture transfer in buildings made of concrete. We considered three types of concrete: normal concrete, pumice concrete and cellular concrete. We present the results of a 1-D liquid water flow in such materials. We evaluated the moisture distribution in building materials using the Runge-Kutta fourth-and-fifth-order method. The DOPRI5 code was used as an integrator. The model calculated the resulting moisture content and other moisture-dependent physical parameters. The moisture curves were plotted. The dampness data obtained was utilized for the numerical computation of the coefficient of the capillary conductivity of moisture. Different profiles of this coefficient are represented. Calculations were performed for four different values of the outdoor temperature: -5°C, 0°C, 5°C and 10°C. We determined that the curves corresponding to small time intervals of wetting are associated with great amplitudes of the capillary conductivity . The amplitudes of the coefficient of the capillary conductivity decrease as the time interval increases. High outdoor temperatures induce high amplitudes of the coefficient of the capillary conductivity.
topic Concrete
Moisture content
Diffusion
Coefficient of the capillary conductivity
DOPRI5 integrator
url http://www.degruyter.com/view/j/sjce.2017.25.issue-1/sjce-2017-0002/sjce-2017-0002.xml?format=INT
work_keys_str_mv AT simoelie moisturetransferinconcretenumericaldeterminationofthecapillaryconductivitycoefficient
AT dzalimbeumopascaldurant moisturetransferinconcretenumericaldeterminationofthecapillaryconductivitycoefficient
AT mbaminjeutenjeanneclaude moisturetransferinconcretenumericaldeterminationofthecapillaryconductivitycoefficient
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