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...

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Main Authors: Galishnikova Vera, Gebre Tesfaldet
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2022-04-01
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.
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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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