The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions
The axial force qualitative influence as well as its quantitative evaluation on the behaviour of the flexible steel beam-to-beam and column-to-column knee joints subject to bending under fire conditions are assessed and discussed in detail. The proposed calculation algorithm is based on the generali...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Lublin University of Technology
2014-09-01
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| Series: | Budownictwo i Architektura |
| Subjects: | |
| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/1827 |
| _version_ | 1797284917580660736 |
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| author | Mariusz Maślak Małgorzata Snela |
| author_facet | Mariusz Maślak Małgorzata Snela |
| author_sort | Mariusz Maślak |
| collection | DOAJ |
| description | The axial force qualitative influence as well as its quantitative evaluation on the behaviour of the flexible steel beam-to-beam and column-to-column knee joints subject to bending under fire conditions are assessed and discussed in detail. The proposed calculation algorithm is based on the generalization of classical component method. The essential effect of such axial force is not only the correction of internal forces applied to particular joint components, but also the significant modification of their strain conditions. |
| first_indexed | 2024-03-07T17:55:46Z |
| format | Article |
| id | doaj.art-559e6804dbdc47f58e6ed1e0ff436c56 |
| institution | Directory Open Access Journal |
| issn | 1899-0665 2544-3275 |
| language | English |
| last_indexed | 2024-03-07T17:55:46Z |
| publishDate | 2014-09-01 |
| publisher | Lublin University of Technology |
| record_format | Article |
| series | Budownictwo i Architektura |
| spelling | doaj.art-559e6804dbdc47f58e6ed1e0ff436c562024-03-02T12:22:03ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752014-09-0113310.35784/bud-arch.1827The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditionsMariusz Maślak0Małgorzata Snela1Department of Steel Structures, Faculty of Civil Engineering, Cracow University of TechnologyDepartment of Building Structures, Faculty od Civil Engineering and Architecture, Lublin Univercity of TechnologyThe axial force qualitative influence as well as its quantitative evaluation on the behaviour of the flexible steel beam-to-beam and column-to-column knee joints subject to bending under fire conditions are assessed and discussed in detail. The proposed calculation algorithm is based on the generalization of classical component method. The essential effect of such axial force is not only the correction of internal forces applied to particular joint components, but also the significant modification of their strain conditions.https://ph.pollub.pl/index.php/bia/article/view/1827fully developed firesteel structureflexible jointcomponent method |
| spellingShingle | Mariusz Maślak Małgorzata Snela The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions Budownictwo i Architektura fully developed fire steel structure flexible joint component method |
| title | The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions |
| title_full | The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions |
| title_fullStr | The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions |
| title_full_unstemmed | The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions |
| title_short | The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions |
| title_sort | axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions |
| topic | fully developed fire steel structure flexible joint component method |
| url | https://ph.pollub.pl/index.php/bia/article/view/1827 |
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