Residential College | false |
Status | 已發表Published |
Analytical model for residual stresses in press-braked stainless steel thin-walled sections | |
Quach W.M.1; Teng J.G.2; Chung K.F.2 | |
2007-12-05 | |
Conference Name | The Fifth International Conference on Advances in Steel Structures (ICASS 2007), Singapore, 5 – 7 December 2007 |
Source Publication | Advances in Steel Structures: Proceedings of the Fifth International Conference on Advances in Steel Structures (ICASS 2007), Singapore, 5 – 7 December 2007 |
Volume | 3 |
Pages | 431-438 |
Conference Date | 5 – 7 December 2007 |
Conference Place | Singapore |
Publisher | Research Publishing |
Abstract | The manufacturing process of cold-formed thin-walled sections induces cold work in members and affects their structural behaviour. To assess the effect of cold work, residual stresses and equivalent plastic strains in cold-formed sections need to be quantified. Laboratory measurements of residual stresses in cold-formed sections are time-consuming, difficult and of limited accuracy. The experimental quantification of equivalent plastic strains is even more problematic. This paper presents an analytical model for the accurate prediction of residual stresses and equivalent plastic strains in press-braked stainless steel thin-walled sections, in which the effect of material anisotropy is duly considered. The analytical model comprises two separate analytical solutions for the two stages of the manufacturing process respectively: the coiling-uncoiling process and the cold bending of press-braking operations. The validity and accuracy of the model are demonstrated by comparing its predictions with those from a finite element-based simulation. This analytical model can be employed to define the initial state of such a section in a nonlinear finite element analysis of buckling behaviour. |
URL | View the original |
Indexed By | EI |
Language | 英語English |
Fulltext Access | |
Document Type | Conference paper |
Collection | Faculty of Science and Technology DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING |
Corresponding Author | Quach W.M. |
Affiliation | 1.University of Macau, Macau, China 2.Hong Kong Polytechnic University |
First Author Affilication | University of Macau |
Corresponding Author Affilication | University of Macau |
Recommended Citation GB/T 7714 | Quach W.M.,Teng J.G.,Chung K.F.. Analytical model for residual stresses in press-braked stainless steel thin-walled sections[C]:Research Publishing, 2007, 431-438. |
APA | Quach W.M.., Teng J.G.., & Chung K.F. (2007). Analytical model for residual stresses in press-braked stainless steel thin-walled sections. Advances in Steel Structures: Proceedings of the Fifth International Conference on Advances in Steel Structures (ICASS 2007), Singapore, 5 – 7 December 2007, 3, 431-438. |
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