Modeling of alkali-silica reaction in a two phased material model

Alkali-silica reaction causes major problems in concrete structures due to the rapidity of its deformation. Factors that affect ASR include the alkali and silica content, relative humidity, temperature and porosity of the concrete, making the relationship a complex phenomenon to be understood. Hence...

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Main Authors: Itam Z., Husain H.
Other Authors: 55102723400
Format: Article
Published: Penerbit UTM Press 2023
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author Itam Z.
Husain H.
author2 55102723400
author_facet 55102723400
Itam Z.
Husain H.
author_sort Itam Z.
building UNITEN Library
collection Institutional Repository
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
continent Asia
country Malaysia
description Alkali-silica reaction causes major problems in concrete structures due to the rapidity of its deformation. Factors that affect ASR include the alkali and silica content, relative humidity, temperature and porosity of the concrete, making the relationship a complex phenomenon to be understood. Hence, the finite element technique was used to build models to study the damage propagation due to ASR. Seeing that ASR initializes in the mesoscopic regions of the concrete, the damage model for ASR at the mesoscale level is studied. The heterogeneity of the mesoscale model shows how difference in material properties between aggregates and the cementitious matrix facilitates ASR expansion. With this model mesoscopic, two-phased material model, the ASR phenomenon under thermo-chemo-hygro-mechanical loading can be understood. � 2015 Penerbit UTM Press. All rights reserved.
format Article
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institution Universiti Tenaga Nasional
publishDate 2023
publisher Penerbit UTM Press
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spelling my.uniten.dspace-225152023-05-29T14:01:31Z Modeling of alkali-silica reaction in a two phased material model Itam Z. Husain H. 55102723400 49561259900 Alkali-silica reaction causes major problems in concrete structures due to the rapidity of its deformation. Factors that affect ASR include the alkali and silica content, relative humidity, temperature and porosity of the concrete, making the relationship a complex phenomenon to be understood. Hence, the finite element technique was used to build models to study the damage propagation due to ASR. Seeing that ASR initializes in the mesoscopic regions of the concrete, the damage model for ASR at the mesoscale level is studied. The heterogeneity of the mesoscale model shows how difference in material properties between aggregates and the cementitious matrix facilitates ASR expansion. With this model mesoscopic, two-phased material model, the ASR phenomenon under thermo-chemo-hygro-mechanical loading can be understood. � 2015 Penerbit UTM Press. All rights reserved. Final 2023-05-29T06:01:31Z 2023-05-29T06:01:31Z 2015 Article 10.11113/jt.v76.5637 2-s2.0-84943258564 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84943258564&doi=10.11113%2fjt.v76.5637&partnerID=40&md5=0155a12196fd56ba3db4a27d56d76e92 https://irepository.uniten.edu.my/handle/123456789/22515 76 9 13 17 Penerbit UTM Press Scopus
spellingShingle Itam Z.
Husain H.
Modeling of alkali-silica reaction in a two phased material model
title Modeling of alkali-silica reaction in a two phased material model
title_full Modeling of alkali-silica reaction in a two phased material model
title_fullStr Modeling of alkali-silica reaction in a two phased material model
title_full_unstemmed Modeling of alkali-silica reaction in a two phased material model
title_short Modeling of alkali-silica reaction in a two phased material model
title_sort modeling of alkali-silica reaction in a two phased material model
url_provider http://dspace.uniten.edu.my/