COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE

The substantiation of the computational rheological model of the material for use in computer calcula­tions of concrete and reinforced concrete structures of arbitrary complexity, taking into account the creep of con­crete, with possible changes in the intensity of the current load over time, is pr...

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Main Author: Vladimir Sidorov
Format: Article
Language:English
Published: Publishing House ASV 2019-06-01
Series:International Journal for Computational Civil and Structural Engineering
Subjects:
Online Access:http://ijccse.iasv.ru/article/view/218
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spelling doaj-0368bccf36b14e38957ffaf9c584a5dd2020-11-25T00:41:02ZengPublishing House ASVInternational Journal for Computational Civil and Structural Engineering2587-96182588-01952019-06-0115210.22337/2587-9618-2019-15-2-135-43COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETEVladimir Sidorov0Kielce University of Technology, Kielce, POLAND, Russian University of Transport (RUT - MIIT), The substantiation of the computational rheological model of the material for use in computer calcula­tions of concrete and reinforced concrete structures of arbitrary complexity, taking into account the creep of con­crete, with possible changes in the intensity of the current load over time, is presented. The computational model is based on the Maxwell-Weichert generalized model of the viscoelastic material. The model was verified on the basis of experimental data and requirements of regulatory documents for the calculations of concrete and rein­forced concrete structures, taking into account the creep of the material. Verification of the computational model and numerical calculations using the selected computational model were performed in the SIMULIA Abaqus software environment. http://ijccse.iasv.ru/article/view/218creep, viscoelasticity, computational model, generalized Maxwell-Weichert model, calculation on deformed scheme
collection DOAJ
language English
format Article
sources DOAJ
author Vladimir Sidorov
spellingShingle Vladimir Sidorov
COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE
International Journal for Computational Civil and Structural Engineering
creep, viscoelasticity, computational model, generalized Maxwell-Weichert model, calculation on deformed scheme
author_facet Vladimir Sidorov
author_sort Vladimir Sidorov
title COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE
title_short COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE
title_full COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE
title_fullStr COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE
title_full_unstemmed COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE
title_sort computational rheological model of concrete
publisher Publishing House ASV
series International Journal for Computational Civil and Structural Engineering
issn 2587-9618
2588-0195
publishDate 2019-06-01
description The substantiation of the computational rheological model of the material for use in computer calcula­tions of concrete and reinforced concrete structures of arbitrary complexity, taking into account the creep of con­crete, with possible changes in the intensity of the current load over time, is presented. The computational model is based on the Maxwell-Weichert generalized model of the viscoelastic material. The model was verified on the basis of experimental data and requirements of regulatory documents for the calculations of concrete and rein­forced concrete structures, taking into account the creep of the material. Verification of the computational model and numerical calculations using the selected computational model were performed in the SIMULIA Abaqus software environment.
topic creep, viscoelasticity, computational model, generalized Maxwell-Weichert model, calculation on deformed scheme
url http://ijccse.iasv.ru/article/view/218
work_keys_str_mv AT vladimirsidorov computationalrheologicalmodelofconcrete
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