Buckling Stability Assessment of Plates with Various Boundary Conditions Under Normal and Shear Stresses
In the present paper, the buckling behavior of plates subjected to shear and edge compression is investigated. The effects of the thickness, slenderness ratio and plate aspect ratio are investigated numerically. Effects of boundary conditions and loadings are also studied by considering different types of supports and loading. Finally, the results of numerical methods are compared with the theoretical results. This work mainly investigates the buckling behavior of plates but also the capabilities of program of plate-buckling (PPB) and ABAQUS for performing linear and nonlinear buckling analyses. The results will be useful for engineers designing walls or plates that have to support intermediate floors/loads.
Keywords:steel plate, thin plates, buckling, finite element method, boundary condition
S. P. Timoshenko, Theory of Elastic Stability, McGraw-Hill Book Company, Inc. New York, 1936
M. Stein, J. Neff, Buckling Stresses of Simply Supported Rectangular Flat Plates in Shear, NACA Technical Note, No.1559, 1947
M. B. Benoy, “An energy solution to the buckling of rectangular plates under non-uniform in-plane loading”, Aeronautical Journal, Vol. 73, pp. 974–7, 1969 DOI: https://doi.org/10.1017/S0001924000051423
T. M. Shakerley, C. J. Brown, “Elastic buckling of plates with eccentrically positioned rectangular perforations”, International Journal of Mechanical Sciences, Vol. 38, No. 8-9, pp.825-38, 1996 DOI: https://doi.org/10.1016/0020-7403(95)00107-7
A. K. Soh, , L. C. Bian, J. Chakrabarty, “Elastic/Plastic Buckling of a Composite Flat Plate Subjected to Uniform Edge Compression”, Thin-Walled Structures, Vol. 38, No. 3, pp. 247-265, 2000 DOI: https://doi.org/10.1016/S0263-8231(00)00038-0
X. Wang, X. Wang, X. Shi, “Accurate buckling loads of thin rectangular plates under parabolic edge compressions by the differential quadrature method”, International Journal of Mechanical Sciences, Vol. 49, No. 4, pp. 447–453, 2007 DOI: https://doi.org/10.1016/j.ijmecsci.2006.09.004
X. Wang, Differential Quadrature and Differential Quadrature Based Element Methods Theory and Applications, Elsevier Inc., United States, 2015 DOI: https://doi.org/10.1016/B978-0-12-803081-3.00002-4
A. Gheitasi, M. M. Alinia, “Slenderness classification of Unstiffened Metal Plates under Shear Loading”, Thin-Walled Structures. Vol. 48, No. 7, pp. 508-518, 2010 DOI: https://doi.org/10.1016/j.tws.2010.02.004
B. Torstenfelt, Finite Elements – From the early beginning to the very end, LiU-Tryck, Linkoping, 2007
K. Hibbitt, ABAQUS/Standard Theory Manual, Sorenson Inc, 2016
Euro code 3 EN 1993-1-5, “Design of Steel Structures. Part 1.5 Plated Structural Elements”, 2006
D. Beg, U. Kuhlmann, L. Davaine, B. Braun,“Design of Plated Structures, ECCS Euro code Design Manuals, Ernst & Sohn, Berlin, 2010
How to Cite
MetricsAbstract Views: 628
PDF Downloads: 431
Authors who publish with this journal agree to the following terms:
- Authors retain the copyright and grant the journal the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) after its publication in ETASR with an acknowledgement of its initial publication in this journal.