Modelling of Resinous Material Filling Expansion Joints in Reinforced Concrete Structures
This paper is a continuation of the research and analysis to estimate hyperelastic material constants when only uniaxial test data are available. The FEM simulation was expanded and the results obtained from three-dimensional and plane strain expansion joint models were compared and discussed. The o...
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| Format: | Article |
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MDPI AG
2023-02-01
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| Series: | Materials |
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| Online Access: | https://www.mdpi.com/1996-1944/16/5/2011 |
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| author | Krzysztof Schabowicz Grzegorz Waśniewski Krzysztof Wróblewski |
| author_facet | Krzysztof Schabowicz Grzegorz Waśniewski Krzysztof Wróblewski |
| author_sort | Krzysztof Schabowicz |
| collection | DOAJ |
| description | This paper is a continuation of the research and analysis to estimate hyperelastic material constants when only uniaxial test data are available. The FEM simulation was expanded and the results obtained from three-dimensional and plane strain expansion joint models were compared and discussed. The original tests were carried out for a gap with a width of 10 mm, whereas in the case of axial stretching, the stresses and internal forces caused by the leading deformations were recorded for a smaller gap, and the axial compression was also recorded. The differences in the global response between the three- and two-dimensional models were also considered. Finally, using FEM simulations, the values of stresses and cross-sectional forces in the filling material were determined, which can be the basis for the design of expansion joints geometry. The results of these analyses could form the basis of guidelines for the design of expansion joint gaps filled with material, ensuring the waterproofing of the joint. |
| first_indexed | 2024-03-11T07:18:23Z |
| format | Article |
| id | doaj.art-3694ece94b02487d8ec3d43d1f0c6567 |
| institution | Directory Open Access Journal |
| issn | 1996-1944 |
| language | English |
| last_indexed | 2024-03-11T07:18:23Z |
| publishDate | 2023-02-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Materials |
| spelling | doaj.art-3694ece94b02487d8ec3d43d1f0c65672023-11-17T08:05:55ZengMDPI AGMaterials1996-19442023-02-01165201110.3390/ma16052011Modelling of Resinous Material Filling Expansion Joints in Reinforced Concrete StructuresKrzysztof Schabowicz0Grzegorz Waśniewski1Krzysztof Wróblewski2Faculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, PolandFaculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, PolandFaculty of Civil Engineering, Wrocław University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, PolandThis paper is a continuation of the research and analysis to estimate hyperelastic material constants when only uniaxial test data are available. The FEM simulation was expanded and the results obtained from three-dimensional and plane strain expansion joint models were compared and discussed. The original tests were carried out for a gap with a width of 10 mm, whereas in the case of axial stretching, the stresses and internal forces caused by the leading deformations were recorded for a smaller gap, and the axial compression was also recorded. The differences in the global response between the three- and two-dimensional models were also considered. Finally, using FEM simulations, the values of stresses and cross-sectional forces in the filling material were determined, which can be the basis for the design of expansion joints geometry. The results of these analyses could form the basis of guidelines for the design of expansion joint gaps filled with material, ensuring the waterproofing of the joint.https://www.mdpi.com/1996-1944/16/5/2011reinforced concrete structuredilatation gap<i>FEM</i> modelhyperelasticity |
| spellingShingle | Krzysztof Schabowicz Grzegorz Waśniewski Krzysztof Wróblewski Modelling of Resinous Material Filling Expansion Joints in Reinforced Concrete Structures Materials reinforced concrete structure dilatation gap <i>FEM</i> model hyperelasticity |
| title | Modelling of Resinous Material Filling Expansion Joints in Reinforced Concrete Structures |
| title_full | Modelling of Resinous Material Filling Expansion Joints in Reinforced Concrete Structures |
| title_fullStr | Modelling of Resinous Material Filling Expansion Joints in Reinforced Concrete Structures |
| title_full_unstemmed | Modelling of Resinous Material Filling Expansion Joints in Reinforced Concrete Structures |
| title_short | Modelling of Resinous Material Filling Expansion Joints in Reinforced Concrete Structures |
| title_sort | modelling of resinous material filling expansion joints in reinforced concrete structures |
| topic | reinforced concrete structure dilatation gap <i>FEM</i> model hyperelasticity |
| url | https://www.mdpi.com/1996-1944/16/5/2011 |
| work_keys_str_mv | AT krzysztofschabowicz modellingofresinousmaterialfillingexpansionjointsinreinforcedconcretestructures AT grzegorzwasniewski modellingofresinousmaterialfillingexpansionjointsinreinforcedconcretestructures AT krzysztofwroblewski modellingofresinousmaterialfillingexpansionjointsinreinforcedconcretestructures |