Rheological Model of Concrete Shrinkage

This paper discusses the shrinkage rheological model of high-performance concrete with a compressive strength of 60 MPa. This is based on experimental research in Indonesia. Three specimens measuring 150 mm × 150 mm × 600 mm were used. Specimens were placed in a conditioned room with a temperatu...

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Main Authors: Chatarina Niken, Elly Tjahjono, FX Supartono
Format: Article
Language:English
Published: Universitas Indonesia 2021-01-01
Series:International Journal of Technology
Subjects:
Online Access:https://ijtech.eng.ui.ac.id/article/view/2818
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author Chatarina Niken
Elly Tjahjono
FX Supartono
author_facet Chatarina Niken
Elly Tjahjono
FX Supartono
author_sort Chatarina Niken
collection DOAJ
description This paper discusses the shrinkage rheological model of high-performance concrete with a compressive strength of 60 MPa. This is based on experimental research in Indonesia. Three specimens measuring 150 mm × 150 mm × 600 mm were used. Specimens were placed in a conditioned room with a temperature of 28 3oC and relative humidity of 72±5%. Observations were conducted over 7–800 days using an embedded vibrating wire strain gauge for each specimen. As a result, the shrinkage rheological model was single or multi Kelvin-Voigt in series with time-dependent disturber flow in it. Disturber flow depends on product hydration growth, weather, pore number, size, and distribution. The model agrees with experimental results. Moreover, it also fits the results using high strength concrete column and high strength self - compacting concrete cylinder.
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spelling doaj.art-be106656c7b44c559a501576871aba7f2023-01-02T04:08:29ZengUniversitas IndonesiaInternational Journal of Technology2086-96142087-21002021-01-0112121722710.14716/ijtech.v12i1.28182818Rheological Model of Concrete ShrinkageChatarina Niken0Elly Tjahjono1FX Supartono2Department of Civil Engineering, Faculty of Engineering, Universitas Lampung, Jl. Sumantri Brojonegoro No. 1, Bandar Lampung 35141, IndonesiaDepartment of Civil Engineering, Faculty of Engineering, Universitas Indonesia, Kampus UI Depok, Depok 16424, IndonesiaDepartment of Civil Engineering, Faculty of Engineering, Universitas Indonesia, Kampus UI Depok, Depok 16424, IndonesiaThis paper discusses the shrinkage rheological model of high-performance concrete with a compressive strength of 60 MPa. This is based on experimental research in Indonesia. Three specimens measuring 150 mm × 150 mm × 600 mm were used. Specimens were placed in a conditioned room with a temperature of 28 3oC and relative humidity of 72±5%. Observations were conducted over 7–800 days using an embedded vibrating wire strain gauge for each specimen. As a result, the shrinkage rheological model was single or multi Kelvin-Voigt in series with time-dependent disturber flow in it. Disturber flow depends on product hydration growth, weather, pore number, size, and distribution. The model agrees with experimental results. Moreover, it also fits the results using high strength concrete column and high strength self - compacting concrete cylinder.https://ijtech.eng.ui.ac.id/article/view/2818concretemodelrheologyshrinkage
spellingShingle Chatarina Niken
Elly Tjahjono
FX Supartono
Rheological Model of Concrete Shrinkage
International Journal of Technology
concrete
model
rheology
shrinkage
title Rheological Model of Concrete Shrinkage
title_full Rheological Model of Concrete Shrinkage
title_fullStr Rheological Model of Concrete Shrinkage
title_full_unstemmed Rheological Model of Concrete Shrinkage
title_short Rheological Model of Concrete Shrinkage
title_sort rheological model of concrete shrinkage
topic concrete
model
rheology
shrinkage
url https://ijtech.eng.ui.ac.id/article/view/2818
work_keys_str_mv AT chatarinaniken rheologicalmodelofconcreteshrinkage
AT ellytjahjono rheologicalmodelofconcreteshrinkage
AT fxsupartono rheologicalmodelofconcreteshrinkage