Estimating the Distribution of Air Voids in Concrete

Chord length measurements are used to estimate the volumetric distribution of air voids within hardened concrete samples. The accuracy of the Linear-Traverse method is questionable because chord lengths do not directly represent the actual volumes of the air voids. Using computer simulation, randoml...

Full description

Bibliographic Details
Main Authors: McCuen R.H., Beasman L.E.
Format: Article
Language:English
Published: Petra Christian University 2011-01-01
Series:Civil Engineering Dimension
Subjects:
Online Access:http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18103
id doaj-bbbba8b0a3e34e8ebaae9d75fceaf3fb
record_format Article
spelling doaj-bbbba8b0a3e34e8ebaae9d75fceaf3fb2020-11-24T20:47:22ZengPetra Christian UniversityCivil Engineering Dimension1410-95301979-570X2011-01-011311520Estimating the Distribution of Air Voids in ConcreteMcCuen R.H.Beasman L.E.Chord length measurements are used to estimate the volumetric distribution of air voids within hardened concrete samples. The accuracy of the Linear-Traverse method is questionable because chord lengths do not directly represent the actual volumes of the air voids. Using computer simulation, randomly generated concrete samples were analyzed using the Linear-Traverse method to compute the distribution of air voids, the chord length gradation curve, the chord length-to-traverse ratio, and the air void volume gradation curve. The current chord-length approach significantly underestimated the air void content. A method that estimates that air void gradation curve from the chord length gradation curve is presented. The computer simulation results are supported by a conceptual analysis. To obtain the most accurate estimate of the air void content, computer analyses showed that at least 15 traverse lines should be regularly spaced on the concrete sample. http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18103Concreteair voidsgradation curvessimulationlinear-traverse method.
collection DOAJ
language English
format Article
sources DOAJ
author McCuen R.H.
Beasman L.E.
spellingShingle McCuen R.H.
Beasman L.E.
Estimating the Distribution of Air Voids in Concrete
Civil Engineering Dimension
Concrete
air voids
gradation curves
simulation
linear-traverse method.
author_facet McCuen R.H.
Beasman L.E.
author_sort McCuen R.H.
title Estimating the Distribution of Air Voids in Concrete
title_short Estimating the Distribution of Air Voids in Concrete
title_full Estimating the Distribution of Air Voids in Concrete
title_fullStr Estimating the Distribution of Air Voids in Concrete
title_full_unstemmed Estimating the Distribution of Air Voids in Concrete
title_sort estimating the distribution of air voids in concrete
publisher Petra Christian University
series Civil Engineering Dimension
issn 1410-9530
1979-570X
publishDate 2011-01-01
description Chord length measurements are used to estimate the volumetric distribution of air voids within hardened concrete samples. The accuracy of the Linear-Traverse method is questionable because chord lengths do not directly represent the actual volumes of the air voids. Using computer simulation, randomly generated concrete samples were analyzed using the Linear-Traverse method to compute the distribution of air voids, the chord length gradation curve, the chord length-to-traverse ratio, and the air void volume gradation curve. The current chord-length approach significantly underestimated the air void content. A method that estimates that air void gradation curve from the chord length gradation curve is presented. The computer simulation results are supported by a conceptual analysis. To obtain the most accurate estimate of the air void content, computer analyses showed that at least 15 traverse lines should be regularly spaced on the concrete sample.
topic Concrete
air voids
gradation curves
simulation
linear-traverse method.
url http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18103
work_keys_str_mv AT mccuenrh estimatingthedistributionofairvoidsinconcrete
AT beasmanle estimatingthedistributionofairvoidsinconcrete
_version_ 1716810261099184128