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NUMERICAL MODELING OF ORTHOTROPIC CONCRETE EXPANSION DUE TO ALKALI-AGGREGATE REACTION WITH A PARAMETRIC MODEL
NUMERICAL MODELING OF ORTHOTROPIC CONCRETE EXPANSION DUE TO ALKALI-AGGREGATE REACTION WITH A PARAMETRIC MODEL
Carrazedo, R.; Sanches, R. A. K.; Lacerda, L. A. de
Full Article:
The alkali-aggregate reaction (AAR) in concrete structures consists in a chemical deleterious reaction between alkalis liberated during hydration of cement and reactive min-erals present on aggregates. The process leads to the formation of a gel, which in presence of hydroxyl ions expands, causing cracks in concrete, promoting its volume variation, followed by reduction of important properties, such as the Young´s modulus and mechanical strength. Modeling of a structure subjected to AAR expansion may predict the structural displacements and strains due to the reaction, enabling programming efficient structural maintenance oper-ations , reducing temporary interruptions and also increasing safety conditions. As such, this work presents a parametric model for simulating the orthotropic concrete ex-pansion due to alkali-aggregate reaction, based on Carrazedo and Lacerda, 2008[1].
The alkali-aggregate reaction (AAR) in concrete structures consists in a chemical deleterious reaction between alkalis liberated during hydration of cement and reactive min-erals present on aggregates. The process leads to the formation of a gel, which in presence of hydroxyl ions expands, causing cracks in concrete, promoting its volume variation, followed by reduction of important properties, such as the Young´s modulus and mechanical strength. Modeling of a structure subjected to AAR expansion may predict the structural displacements and strains due to the reaction, enabling programming efficient structural maintenance oper-ations , reducing temporary interruptions and also increasing safety conditions. As such, this work presents a parametric model for simulating the orthotropic concrete ex-pansion due to alkali-aggregate reaction, based on Carrazedo and Lacerda, 2008[1].
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DOI: 10.5151/meceng-wccm2012-18699
Referências bibliográficas
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Como citar:
Carrazedo, R.; Sanches, R. A. K.; Lacerda, L. A. de; "NUMERICAL MODELING OF ORTHOTROPIC CONCRETE EXPANSION DUE TO ALKALI-AGGREGATE REACTION WITH A PARAMETRIC MODEL", p-2054-2063.
In: In Proceedings of the 10th World Congress on Computational Mechanics [= Blucher Mechanical Engineering Proceedings, v. 1, n. 1].
São Paulo: Blucher,
2014.
ISSN 23580828,
DOI 10.5151/meceng-wccm2012-18699
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TY - CONF T1 - NUMERICAL MODELING OF ORTHOTROPIC CONCRETE EXPANSION DUE TO ALKALI-AGGREGATE REACTION WITH A PARAMETRIC MODEL JO - Blucher Mechanical Engineering Proceedings VL - 1 IS - 1 SP - 2054 EP - 2063 PY - 2014 T2 - 10th World Congress on Computational Mechanics AU - , , SN - 23580828 DO - http://dx.doi.org/10.5151/meceng-wccm2012-18699 UR - www.proceedings.blucher.com.br/article-details/numerical-modeling-of-orthotropic-concrete-expansion-due-to-alkali-aggregate-reaction-with-a-parametric-model-9146 KW - ER -
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@article{Carrazedo20144,
title="NUMERICAL MODELING OF ORTHOTROPIC CONCRETE EXPANSION DUE TO ALKALI-AGGREGATE REACTION WITH A PARAMETRIC MODEL",
journal="Blucher Mechanical Engineering Proceedings",
volume="1",
number="1",
pages="2054 - 2063",
year="2014",
note="",
issn="23580828",
doi="http://dx.doi.org/10.5151/meceng-wccm2012-18699",
url="www.proceedings.blucher.com.br/article-details/numerical-modeling-of-orthotropic-concrete-expansion-due-to-alkali-aggregate-reaction-with-a-parametric-model-9146",
author="R. Carrazedo", "R. A. K. Sanches", "L. A. de Lacerda",
keywords="",
}
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R. Carrazedo, R. A. K. Sanches, L. A. de Lacerda, NUMERICAL MODELING OF ORTHOTROPIC CONCRETE EXPANSION DUE TO ALKALI-AGGREGATE REACTION WITH A PARAMETRIC MODEL, Blucher Mechanical Engineering Proceedings, Volume 1, 2014, Pages 2054-2063, ISSN 23580828, http://dx.doi.org/10.5151/meceng-wccm2012-18699 (www.proceedings.blucher.com.br/article-details/numerical-modeling-of-orthotropic-concrete-expansion-due-to-alkali-aggregate-reaction-with-a-parametric-model-9146) Palavras-chave:: ;