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Residual stress influence on material properties and column behaviour of stainless steel SHS |
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| Affiliation: | 1. Department of Structural Engineering, Faculty of Engineering, Tanta University, Tanta, Egypt;2. The School of Civil, Environmental and Mining Engineering at the Faculty of engineering, Computing and Mathematics, The University of Western Australia, Australia;3. School of Engineering and Mathematical Sciences, La Trobe University, Bendigo, VIC 3552, Australia;4. School of Civil Engineering, Chongqing University, Chongqing 400045, China |
| Abstract: | The paper describes the influence of forming-induced residual stresses in stainless steel SHS (Square Hollow Sections) on both the material itself and the behaviour of compressed members. The residual stress contribution to the stress–strain diagram concerning the initial modulus of elasticity and non-linearity is shown by the comparison of as-delivered and stress-relieved material. An analytical model covering the influence of residual stresses on material behaviour was developed and verified numerically. The FE study using the Abaqus software determines the influence of residual stresses in compressed members both on local and global buckling. Finally, the study on behaviour of member includes the influence of a varying degree of material non-linearity as an independent parameter representing the behaviour of various steels in long and stub columns with residual stresses. |
| Keywords: | Stainless steel Square hollow section Residual stress Cold forming |
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