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Finite element predictions of residual stresses in press-braked thin-walled steel sections
Quach W.M.2; Teng J.G.1; Chung K.F.1
2006
Source PublicationEngineering Structures
ISSN1410296
Volume28Issue:11Pages:1609
Abstract

Residual stresses in cold-formed sections may play a significant role in determining their behaviour and strength. Laboratory measurements of residual stresses by destructive methods are not only time-consuming but also of limited accuracy. This paper presents a finite element-based method for predicting residual stresses in press-braked thin-walled sections, which overcomes these difficulties. In this method, the effects of coiling and uncoiling are accounted for analytically, with the resulting residual stresses specified as the initial stresses in a subsequent finite element simulation of cold bending. The method provides residual stress distributions over the cross-section as well as across the thickness. Numerical results from this method are shown to agree closely with laboratory measurements, demonstrating the validity and accuracy of the method. Numerical results presented in the paper show that the maximum residual stresses in a press-braked section generally occur in the corner region and away from the surfaces, and their values can be much higher than those at the surfaces. This means that the conventional method of measuring the surface residual stresses in the laboratory and assuming a linear variation across the plate thickness may greatly underestimate the real residual stresses. The results also explain why residual stresses may differ considerably in otherwise identical sections. The method offers a powerful tool for exploring the effect of different forming parameters on the magnitude and distribution of residual stresses so that these forming parameters can be optimised. © 2006 Elsevier Ltd. All rights reserved.

KeywordCoiling Cold Bending Finite Element Simulation Press Braking Residual Stresses Uncoiling
DOI10.1016/j.engstruct.2006.02.013
URLView the original
Indexed BySCI
Language英语
WOS Research AreaEngineering
WOS SubjectEngineering, Civil
WOS IDWOS:000239682600013
The Source to ArticleScopus
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Citation statistics
Cited Times [WOS]:44   [WOS Record]     [Related Records in WOS]
Document TypeJournal article
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorTeng J.G.
Affiliation1.Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
2.Univ Macau, Dept Civil & Environm Engn, Macao, Peoples R China
First Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
Quach W.M.,Teng J.G.,Chung K.F.. Finite element predictions of residual stresses in press-braked thin-walled steel sections[J]. Engineering Structures,2006,28(11):1609.
APA Quach W.M.,Teng J.G.,&Chung K.F..(2006).Finite element predictions of residual stresses in press-braked thin-walled steel sections.Engineering Structures,28(11),1609.
MLA Quach W.M.,et al."Finite element predictions of residual stresses in press-braked thin-walled steel sections".Engineering Structures 28.11(2006):1609.
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