COMPRESSED FLANGES OF ARCHED STEEL THIN-WALLED COLD-ROLLED PROFILED SHEETS: DETERMINATION OF RESIDUAL STRESSES

Introduction. The construction sphere widely uses steel thin-walled cold-formed profiles. In arched steel coldformed trapezoidal section profiles, residual normal stresses oriented along the profile occur at the stage of manufacturing arched blanks from flat profiled sheets and are caused by the col...

Full description

Bibliographic Details
Main Authors: S. A. Makeev, V. A. Gorkovenko, E. A. Seitov, L. F. Rahuba
Format: Article
Language:Russian
Published: Siberian State Automobile and Highway University 2019-12-01
Series:Вестник СибАДИ
Subjects:
Online Access:https://vestnik.sibadi.org/jour/article/view/988
_version_ 1797873427518849024
author S. A. Makeev
V. A. Gorkovenko
E. A. Seitov
L. F. Rahuba
author_facet S. A. Makeev
V. A. Gorkovenko
E. A. Seitov
L. F. Rahuba
author_sort S. A. Makeev
collection DOAJ
description Introduction. The construction sphere widely uses steel thin-walled cold-formed profiles. In arched steel coldformed trapezoidal section profiles, residual normal stresses oriented along the profile occur at the stage of manufacturing arched blanks from flat profiled sheets and are caused by the cold bending process involving the extreme zones of the profile in the plastic stage with unloading without subsequent heat treatment. According to preliminary estimates, the residual stresses are up to one third of the calculated resistance of sheet steel at small radii of the arch profile. At present, the researchers do not take into account the residual technological stresses of the longitudinal bending when designing structures from thin-walled longitudinally bent rolled trapezoidal sections. The purpose of the paper is to develop a method for determining residual stresses in compressed flanges of arched steel thin-walled cold-rolled profiled sheets, which provides simplicity of the measurement and calculation methods, reliability and high accuracy of the obtained stress values.Materials and methods. The authors made the analysis of previously published materials and identified the advantages and disadvantages of previous studies. Moreover, the authors showed the advantages of the proposed method for determining the residual technological normal stresses in compressed flanges of arched steel thin-rolled profiled steel.Results. The researches formed a new method for making sections of a compressed shelf and measuring residual normal stresses in the compressed flanges of an arched steel sheet of cold-rolled profiled steel. The proposed method greatly simplified the existing method of determining residual technological normal stresses in compressed profile flanges, improved the accuracy of measuring normal stresses in compressed profile flanges.Discussion and conclusions. The method of measuring residual process stresses allows improving existing methods for determining residual stresses, simplifying calculations, as well as improving the accuracy of stresses. In the future, the authors will make a numerical simulation of the bending arch profiles, as well as an experimental assessment of the adequacy of the proposed method.The authors have read and approved the final manuscript. Financial transparency: the authors have no financial interest in the presented materials or methods. There is no conflict of interest.
first_indexed 2024-04-10T01:15:58Z
format Article
id doaj.art-2be8a66a63e248569afa576379ffbdcb
institution Directory Open Access Journal
issn 2071-7296
2658-5626
language Russian
last_indexed 2024-04-10T01:15:58Z
publishDate 2019-12-01
publisher Siberian State Automobile and Highway University
record_format Article
series Вестник СибАДИ
spelling doaj.art-2be8a66a63e248569afa576379ffbdcb2023-03-13T09:52:49ZrusSiberian State Automobile and Highway UniversityВестник СибАДИ2071-72962658-56262019-12-0116675876510.26518/2071-7296-2019-6-758-765601COMPRESSED FLANGES OF ARCHED STEEL THIN-WALLED COLD-ROLLED PROFILED SHEETS: DETERMINATION OF RESIDUAL STRESSESS. A. Makeev0V. A. Gorkovenko1E. A. Seitov2L. F. Rahuba3ФГБОУ ВО «Сибирский государственный автомобильно-дорожный университет (СибАДИ)»ФГБОУ ВО «Сибирский государственный автомобильно-дорожный университет (СибАДИ)»ФГБОУ ВО «Сибирский государственный автомобильно-дорожный университет (СибАДИ)»ФГБОУ ВО «Сибирский государственный автомобильно-дорожный университет (СибАДИ)»Introduction. The construction sphere widely uses steel thin-walled cold-formed profiles. In arched steel coldformed trapezoidal section profiles, residual normal stresses oriented along the profile occur at the stage of manufacturing arched blanks from flat profiled sheets and are caused by the cold bending process involving the extreme zones of the profile in the plastic stage with unloading without subsequent heat treatment. According to preliminary estimates, the residual stresses are up to one third of the calculated resistance of sheet steel at small radii of the arch profile. At present, the researchers do not take into account the residual technological stresses of the longitudinal bending when designing structures from thin-walled longitudinally bent rolled trapezoidal sections. The purpose of the paper is to develop a method for determining residual stresses in compressed flanges of arched steel thin-walled cold-rolled profiled sheets, which provides simplicity of the measurement and calculation methods, reliability and high accuracy of the obtained stress values.Materials and methods. The authors made the analysis of previously published materials and identified the advantages and disadvantages of previous studies. Moreover, the authors showed the advantages of the proposed method for determining the residual technological normal stresses in compressed flanges of arched steel thin-rolled profiled steel.Results. The researches formed a new method for making sections of a compressed shelf and measuring residual normal stresses in the compressed flanges of an arched steel sheet of cold-rolled profiled steel. The proposed method greatly simplified the existing method of determining residual technological normal stresses in compressed profile flanges, improved the accuracy of measuring normal stresses in compressed profile flanges.Discussion and conclusions. The method of measuring residual process stresses allows improving existing methods for determining residual stresses, simplifying calculations, as well as improving the accuracy of stresses. In the future, the authors will make a numerical simulation of the bending arch profiles, as well as an experimental assessment of the adequacy of the proposed method.The authors have read and approved the final manuscript. Financial transparency: the authors have no financial interest in the presented materials or methods. There is no conflict of interest.https://vestnik.sibadi.org/jour/article/view/988остаточные нормальные напряжениястальные тонколистовые холоднокатаные профилированные листыфизические параметрыпродольный гибспособ измерения
spellingShingle S. A. Makeev
V. A. Gorkovenko
E. A. Seitov
L. F. Rahuba
COMPRESSED FLANGES OF ARCHED STEEL THIN-WALLED COLD-ROLLED PROFILED SHEETS: DETERMINATION OF RESIDUAL STRESSES
Вестник СибАДИ
остаточные нормальные напряжения
стальные тонколистовые холоднокатаные профилированные листы
физические параметры
продольный гиб
способ измерения
title COMPRESSED FLANGES OF ARCHED STEEL THIN-WALLED COLD-ROLLED PROFILED SHEETS: DETERMINATION OF RESIDUAL STRESSES
title_full COMPRESSED FLANGES OF ARCHED STEEL THIN-WALLED COLD-ROLLED PROFILED SHEETS: DETERMINATION OF RESIDUAL STRESSES
title_fullStr COMPRESSED FLANGES OF ARCHED STEEL THIN-WALLED COLD-ROLLED PROFILED SHEETS: DETERMINATION OF RESIDUAL STRESSES
title_full_unstemmed COMPRESSED FLANGES OF ARCHED STEEL THIN-WALLED COLD-ROLLED PROFILED SHEETS: DETERMINATION OF RESIDUAL STRESSES
title_short COMPRESSED FLANGES OF ARCHED STEEL THIN-WALLED COLD-ROLLED PROFILED SHEETS: DETERMINATION OF RESIDUAL STRESSES
title_sort compressed flanges of arched steel thin walled cold rolled profiled sheets determination of residual stresses
topic остаточные нормальные напряжения
стальные тонколистовые холоднокатаные профилированные листы
физические параметры
продольный гиб
способ измерения
url https://vestnik.sibadi.org/jour/article/view/988
work_keys_str_mv AT samakeev compressedflangesofarchedsteelthinwalledcoldrolledprofiledsheetsdeterminationofresidualstresses
AT vagorkovenko compressedflangesofarchedsteelthinwalledcoldrolledprofiledsheetsdeterminationofresidualstresses
AT easeitov compressedflangesofarchedsteelthinwalledcoldrolledprofiledsheetsdeterminationofresidualstresses
AT lfrahuba compressedflangesofarchedsteelthinwalledcoldrolledprofiledsheetsdeterminationofresidualstresses