Buckling analysis of thin-walled sections under localised loading using the semi-analytical finite strip method |
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| Affiliation: | 1. SPACE, David Keir Building, Queen''s University, Belfast BT9 5AG, UK;2. Department of Mechanical and Aerospace Engineering, The University of Strathclyde, 75 Montrose Street, Glasgow G1 1XJ, UK;3. Civil & Environmental Engineering, The University of Auckland, 20 Symonds Street, Auckland, New Zealand;4. Department of Mechanical and Aerospace Engineering, Queen''s University, Belfast BT9 5AH, UK;5. Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong |
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| Abstract: | Thin-walled sections under localised loading may lead to web crippling of the sections. This paper develops the Semi-Analytical Finite Strip Method (SAFSM) for thin-walled sections subject to localised loading to investigate web crippling phenomena. The method is benchmarked against analytical solutions, Finite Element Method (FEM) solutions, as well as Spline Finite Strip Method (SFSM) solutions. The paper summarises the SAFSM theory then applies it to the buckling of plates, and channel sections under localised loading. Multiple series terms in the longitudinal direction are used to compute the pre-buckling stresses in the plates and sections, and to perform the buckling analyses using these stresses. Solution convergence with increasing numbers of series terms is provided in the paper. The more localised the loading and buckling mode, the more series terms are required for accurate solutions. The loading cases of Interior One Flange (IOF) and Interior Two Flange (ITF) are investigated in this paper using simply supported boundary conditions. |
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| Keywords: | Thin-walled sections Localised loading Buckling analysis Semi-analytical finite strip method Spline finite strip method Finite element method |
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