The lateral buckling of steel I-shape beams with continuous torsional elastic restraints
A simple model of the lateral buckling of steel I-shape beams with elastic and continuous torsional restraints was developed. The lateral buckling beams with free warping were formulated as differential equations in terms of torsion angle. The stability equations were approximately solved with the u...
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| Format: | Article |
| Language: | English |
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Lublin University of Technology
2013-06-01
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| Series: | Budownictwo i Architektura |
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| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/2128 |
| _version_ | 1797285035061018624 |
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| author | Roman Bijak |
| author_facet | Roman Bijak |
| author_sort | Roman Bijak |
| collection | DOAJ |
| description | A simple model of the lateral buckling of steel I-shape beams with elastic and continuous torsional restraints was developed. The lateral buckling beams with free warping were formulated as differential equations in terms of torsion angle. The stability equations were approximately solved with the use of the Bubnow-Galerkin orthogonalization method. The proposed approximate formulas provide the estimation of lateral buckling moment with good enough accuracy for designing purposes. |
| first_indexed | 2024-03-07T17:57:21Z |
| format | Article |
| id | doaj.art-0556a6ec1d7b4c87a16d5d15ffacb268 |
| institution | Directory Open Access Journal |
| issn | 1899-0665 2544-3275 |
| language | English |
| last_indexed | 2024-03-07T17:57:21Z |
| publishDate | 2013-06-01 |
| publisher | Lublin University of Technology |
| record_format | Article |
| series | Budownictwo i Architektura |
| spelling | doaj.art-0556a6ec1d7b4c87a16d5d15ffacb2682024-03-02T11:47:08ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752013-06-0112210.35784/bud-arch.2128The lateral buckling of steel I-shape beams with continuous torsional elastic restraintsRoman Bijak0Department of Mechanics, Metal Structures and Computer Methods, Faculty of Civil Engineering and Architecture, Kielce University of TechnologyA simple model of the lateral buckling of steel I-shape beams with elastic and continuous torsional restraints was developed. The lateral buckling beams with free warping were formulated as differential equations in terms of torsion angle. The stability equations were approximately solved with the use of the Bubnow-Galerkin orthogonalization method. The proposed approximate formulas provide the estimation of lateral buckling moment with good enough accuracy for designing purposes.https://ph.pollub.pl/index.php/bia/article/view/2128thin-walled barsopen cross-sectioncontinuous torsional elastic restraints |
| spellingShingle | Roman Bijak The lateral buckling of steel I-shape beams with continuous torsional elastic restraints Budownictwo i Architektura thin-walled bars open cross-section continuous torsional elastic restraints |
| title | The lateral buckling of steel I-shape beams with continuous torsional elastic restraints |
| title_full | The lateral buckling of steel I-shape beams with continuous torsional elastic restraints |
| title_fullStr | The lateral buckling of steel I-shape beams with continuous torsional elastic restraints |
| title_full_unstemmed | The lateral buckling of steel I-shape beams with continuous torsional elastic restraints |
| title_short | The lateral buckling of steel I-shape beams with continuous torsional elastic restraints |
| title_sort | lateral buckling of steel i shape beams with continuous torsional elastic restraints |
| topic | thin-walled bars open cross-section continuous torsional elastic restraints |
| url | https://ph.pollub.pl/index.php/bia/article/view/2128 |
| work_keys_str_mv | AT romanbijak thelateralbucklingofsteelishapebeamswithcontinuoustorsionalelasticrestraints AT romanbijak lateralbucklingofsteelishapebeamswithcontinuoustorsionalelasticrestraints |