The tin can method for determining moisture transport properties of concrete

Traditional methods for measuring moisture transport properties of concrete are time-consuming, especially since thick specimens are required, and steady-state methods are preferred. Non-steady state methods may be an alternative but the conditioning to uniform initial conditions is extremely diffic...

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Main Authors: Nilsson Lars-Olof, Bergström Kent
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/32/e3sconf_nsb2020_14005.pdf
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spelling doaj-46374ce9e4fb4c21af98f1a09c7cf9762021-04-02T14:31:09ZengEDP SciencesE3S Web of Conferences2267-12422020-01-011721400510.1051/e3sconf/202017214005e3sconf_nsb2020_14005The tin can method for determining moisture transport properties of concreteNilsson Lars-Olof0Bergström Kent1Moistenginst ABPolygon-AKTraditional methods for measuring moisture transport properties of concrete are time-consuming, especially since thick specimens are required, and steady-state methods are preferred. Non-steady state methods may be an alternative but the conditioning to uniform initial conditions is extremely difficult. The tin can method is, however, a good alternative under certain conditions and for certain concretes. Concrete is poured into a tin can and sealed cured in this way for at least a month. The can is opened, and the concrete is dried in a constant climate. Weight changes are recorded for several weeks. From these weight changes, the initial RH at start of drying, the drying climate and the desorption isotherm, the moisture transport coefficient or the moisture diffusion resistance factor are derived. The paper describes the theory behind the method and the unique conditions available for certain concretes that makes the method applicable. Examples of measurements are shown for a number of concretes and verification is done with the cup method on the very same concretes, with excellent results.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/32/e3sconf_nsb2020_14005.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Nilsson Lars-Olof
Bergström Kent
spellingShingle Nilsson Lars-Olof
Bergström Kent
The tin can method for determining moisture transport properties of concrete
E3S Web of Conferences
author_facet Nilsson Lars-Olof
Bergström Kent
author_sort Nilsson Lars-Olof
title The tin can method for determining moisture transport properties of concrete
title_short The tin can method for determining moisture transport properties of concrete
title_full The tin can method for determining moisture transport properties of concrete
title_fullStr The tin can method for determining moisture transport properties of concrete
title_full_unstemmed The tin can method for determining moisture transport properties of concrete
title_sort tin can method for determining moisture transport properties of concrete
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2020-01-01
description Traditional methods for measuring moisture transport properties of concrete are time-consuming, especially since thick specimens are required, and steady-state methods are preferred. Non-steady state methods may be an alternative but the conditioning to uniform initial conditions is extremely difficult. The tin can method is, however, a good alternative under certain conditions and for certain concretes. Concrete is poured into a tin can and sealed cured in this way for at least a month. The can is opened, and the concrete is dried in a constant climate. Weight changes are recorded for several weeks. From these weight changes, the initial RH at start of drying, the drying climate and the desorption isotherm, the moisture transport coefficient or the moisture diffusion resistance factor are derived. The paper describes the theory behind the method and the unique conditions available for certain concretes that makes the method applicable. Examples of measurements are shown for a number of concretes and verification is done with the cup method on the very same concretes, with excellent results.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/32/e3sconf_nsb2020_14005.pdf
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