Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio
Numerical modelling of flexural behavior of the reinforced highstrength concrete beams with low reinforcement ratio is discussed in this paper. Modelling mechanism of failure reinforced concrete beams under static load, static deformation processes of the reinforced high-strength concrete beams with...
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| Format: | Article |
| Language: | English |
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Lublin University of Technology
2009-06-01
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| Series: | Budownictwo i Architektura |
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| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/2331 |
| _version_ | 1797285505164902400 |
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| author | Piotr Smarzewski |
| author_facet | Piotr Smarzewski |
| author_sort | Piotr Smarzewski |
| collection | DOAJ |
| description | Numerical modelling of flexural behavior of the reinforced highstrength concrete beams with low reinforcement ratio is discussed in this paper. Modelling mechanism of failure reinforced concrete beams under static load, static deformation processes of the reinforced high-strength concrete beams with regard to the physical nonlinearities of the structural materials (i.e. concrete and reinforcement steel) were developed using finite element analysis. The comparison of the numerical and experimental results as well as theoretical solutions, were presented. The compared results indicate correctness of the constitutive models of the structural materials: concrete and reinforcing steel and effectiveness of the solution method. |
| first_indexed | 2024-03-07T18:03:11Z |
| format | Article |
| id | doaj.art-01ec01f8b1d0450ca8fec9ffb5af1472 |
| institution | Directory Open Access Journal |
| issn | 1899-0665 2544-3275 |
| language | English |
| last_indexed | 2024-03-07T18:03:11Z |
| publishDate | 2009-06-01 |
| publisher | Lublin University of Technology |
| record_format | Article |
| series | Budownictwo i Architektura |
| spelling | doaj.art-01ec01f8b1d0450ca8fec9ffb5af14722024-03-02T09:57:44ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752009-06-014110.35784/bud-arch.2331Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratioPiotr Smarzewski0Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of TechnologyNumerical modelling of flexural behavior of the reinforced highstrength concrete beams with low reinforcement ratio is discussed in this paper. Modelling mechanism of failure reinforced concrete beams under static load, static deformation processes of the reinforced high-strength concrete beams with regard to the physical nonlinearities of the structural materials (i.e. concrete and reinforcement steel) were developed using finite element analysis. The comparison of the numerical and experimental results as well as theoretical solutions, were presented. The compared results indicate correctness of the constitutive models of the structural materials: concrete and reinforcing steel and effectiveness of the solution method.https://ph.pollub.pl/index.php/bia/article/view/2331Finite element methodreinforced concrete membersbeams |
| spellingShingle | Piotr Smarzewski Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio Budownictwo i Architektura Finite element method reinforced concrete members beams |
| title | Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio |
| title_full | Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio |
| title_fullStr | Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio |
| title_full_unstemmed | Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio |
| title_short | Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio |
| title_sort | numerical analysis of inelastic reinforced high strength concrete beams with low reinforcement ratio |
| topic | Finite element method reinforced concrete members beams |
| url | https://ph.pollub.pl/index.php/bia/article/view/2331 |
| work_keys_str_mv | AT piotrsmarzewski numericalanalysisofinelasticreinforcedhighstrengthconcretebeamswithlowreinforcementratio |