Buckling Stability Assessment of Plates with Various Boundary Conditions Under Normal and Shear Stresses

Authors

  • F. Riahi Department of Civil Engineering, Islamic Azad University Mahabad, Iran
  • A. Behravesh Department of Civil Engineering, Islamic Azad University Mahabad, Iran
  • M. Yousefzadeh Fard Department of Civil Engineering, Islamic Azad University Mahabad, Iran
  • A. Armaghani Department of Civil Engineering, Islamic Azad University Mahabad, Iran
Volume: 7 | Issue: 5 | Pages: 2056-2061 | October 2017 | https://doi.org/10.48084/etasr.1516

Abstract

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

Downloads

Download data is not yet available.

References

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

Downloads

How to Cite

[1]
F. Riahi, A. Behravesh, M. Yousefzadeh Fard, and A. Armaghani, “Buckling Stability Assessment of Plates with Various Boundary Conditions Under Normal and Shear Stresses”, Eng. Technol. Appl. Sci. Res., vol. 7, no. 5, pp. 2056–2061, Oct. 2017.

Metrics

Abstract Views: 664
PDF Downloads: 503

Metrics Information