The behaviour of thin-walled beam with restrained torsion
In this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Neglecting these warping behaviours may generate significant errors, particularly for open profile torsion or shear bending of short beams. The governing equation for non-uniform torsion is used to stud...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Peter the Great St. Petersburg Polytechnic University
2022-04-01
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Series: | Magazine of Civil Engineering |
Subjects: | |
Online Access: | http://engstroy.spbstu.ru/article/2022.110.09/ |
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author | Galishnikova Vera Gebre Tesfaldet |
author_facet | Galishnikova Vera Gebre Tesfaldet |
author_sort | Galishnikova Vera |
collection | DOAJ |
description | In this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Neglecting these warping behaviours may generate significant errors, particularly for open profile torsion or shear bending of short beams. The governing equation for non-uniform torsion is used to study the behaviour of the beam with restrained torsion. The variation of the primary torsional moment, secondary torsional moments and warping moments for different value of characteristic number for torsion are presented graphically. Finally, the behaviour and comparison of all torsional moment components with three different thin-walled sections are illustrated by presenting and discussing their results. The section properties, displacements, rotations, stresses and their distribution within the span are compared based on the required value of characteristic number for torsion. It is found that for all thin-walled sections, the characteristic number for torsion is the key criteria for the study of the behaviour of thin-walled sections of a bar with restrained torsion. |
first_indexed | 2024-12-12T21:36:04Z |
format | Article |
id | doaj.art-c979dbe1f445495d978ed7db32214b05 |
institution | Directory Open Access Journal |
issn | 2712-8172 |
language | English |
last_indexed | 2024-12-12T21:36:04Z |
publishDate | 2022-04-01 |
publisher | Peter the Great St. Petersburg Polytechnic University |
record_format | Article |
series | Magazine of Civil Engineering |
spelling | doaj.art-c979dbe1f445495d978ed7db32214b052022-12-22T00:11:11ZengPeter the Great St. Petersburg Polytechnic UniversityMagazine of Civil Engineering2712-81722022-04-011100210.34910/MCE.110.920714726The behaviour of thin-walled beam with restrained torsionGalishnikova Vera0https://orcid.org/0000-0003-2493-7255Gebre Tesfaldet1https://orcid.org/0000-0002-7168-5786National Research Moscow State Civil Engineering UniversityPeoples’ Friendship University of RussiaIn this paper, the behaviour of thin-walled sections of a bar with restrained torsion is studied. Neglecting these warping behaviours may generate significant errors, particularly for open profile torsion or shear bending of short beams. The governing equation for non-uniform torsion is used to study the behaviour of the beam with restrained torsion. The variation of the primary torsional moment, secondary torsional moments and warping moments for different value of characteristic number for torsion are presented graphically. Finally, the behaviour and comparison of all torsional moment components with three different thin-walled sections are illustrated by presenting and discussing their results. The section properties, displacements, rotations, stresses and their distribution within the span are compared based on the required value of characteristic number for torsion. It is found that for all thin-walled sections, the characteristic number for torsion is the key criteria for the study of the behaviour of thin-walled sections of a bar with restrained torsion.http://engstroy.spbstu.ru/article/2022.110.09/thin-walled structuresrestrained torsionsection propertiesangle of twistopen sectionclosed sectionsnon-uniform warpingtorsional stress |
spellingShingle | Galishnikova Vera Gebre Tesfaldet The behaviour of thin-walled beam with restrained torsion Magazine of Civil Engineering thin-walled structures restrained torsion section properties angle of twist open section closed sections non-uniform warping torsional stress |
title | The behaviour of thin-walled beam with restrained torsion |
title_full | The behaviour of thin-walled beam with restrained torsion |
title_fullStr | The behaviour of thin-walled beam with restrained torsion |
title_full_unstemmed | The behaviour of thin-walled beam with restrained torsion |
title_short | The behaviour of thin-walled beam with restrained torsion |
title_sort | behaviour of thin walled beam with restrained torsion |
topic | thin-walled structures restrained torsion section properties angle of twist open section closed sections non-uniform warping torsional stress |
url | http://engstroy.spbstu.ru/article/2022.110.09/ |
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