Calculation of a fiber–reinforced concrete specimen based on the orthotropic model
The calculation of fiber-reinforced concrete is performed by the finite element method using the stresses approximations. The solution is based on the additional energy functional. The nodes equilibrium equations are obtained using the possible displacements principle. To take into account the nonli...
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Format: | Article |
Language: | English |
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EDP Sciences
2023-01-01
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Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/26/e3sconf_uesf2023_01001.pdf |
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author | Tyukalov Yury |
author_facet | Tyukalov Yury |
author_sort | Tyukalov Yury |
collection | DOAJ |
description | The calculation of fiber-reinforced concrete is performed by the finite element method using the stresses approximations. The solution is based on the additional energy functional. The nodes equilibrium equations are obtained using the possible displacements principle. To take into account the nonlinearity of concrete deformations, an orthotropic model is used in the plane case. The solution of the nonlinear problem is performed by the method of variable elasticity parameters. The paper gives a calculation result of a tension specimen. |
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format | Article |
id | doaj.art-fa20b753aa2648a18032dd16d84e9093 |
institution | Directory Open Access Journal |
issn | 2267-1242 |
language | English |
last_indexed | 2024-03-13T06:31:30Z |
publishDate | 2023-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | E3S Web of Conferences |
spelling | doaj.art-fa20b753aa2648a18032dd16d84e90932023-06-09T09:07:30ZengEDP SciencesE3S Web of Conferences2267-12422023-01-013890100110.1051/e3sconf/202338901001e3sconf_uesf2023_01001Calculation of a fiber–reinforced concrete specimen based on the orthotropic modelTyukalov Yury0Polytechnic Institute, Vyatka State UniversityThe calculation of fiber-reinforced concrete is performed by the finite element method using the stresses approximations. The solution is based on the additional energy functional. The nodes equilibrium equations are obtained using the possible displacements principle. To take into account the nonlinearity of concrete deformations, an orthotropic model is used in the plane case. The solution of the nonlinear problem is performed by the method of variable elasticity parameters. The paper gives a calculation result of a tension specimen.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/26/e3sconf_uesf2023_01001.pdf |
spellingShingle | Tyukalov Yury Calculation of a fiber–reinforced concrete specimen based on the orthotropic model E3S Web of Conferences |
title | Calculation of a fiber–reinforced concrete specimen based on the orthotropic model |
title_full | Calculation of a fiber–reinforced concrete specimen based on the orthotropic model |
title_fullStr | Calculation of a fiber–reinforced concrete specimen based on the orthotropic model |
title_full_unstemmed | Calculation of a fiber–reinforced concrete specimen based on the orthotropic model |
title_short | Calculation of a fiber–reinforced concrete specimen based on the orthotropic model |
title_sort | calculation of a fiber reinforced concrete specimen based on the orthotropic model |
url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/26/e3sconf_uesf2023_01001.pdf |
work_keys_str_mv | AT tyukalovyury calculationofafiberreinforcedconcretespecimenbasedontheorthotropicmodel |