Investigation into Dynamic Postbuckling of Thin Rectangular Plate under Elastic Compression Wave

Article Preview

Abstract:

The initial buckling displacements are taken as initial conditions to solve the dynamic postbuckling problem. Non-dimensional dynamic postbuckling equilibrium equations denoted by the displacements are derived and solved by use of the finite difference method. The results reveal the regulation that the dynamic postbuckling deformation develops from the initial low step mode to the subsequent higher step modes under elastic compression wave.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

165-169

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] K.P. Dharmasena, H.N.G. Wadley, X. Zhenyu, J.W. Hutchinson. Mechanical response of metallic honeycomb sandwich panel structures to high-intensity dynamic loading[J]. International Journal of Impact Engineering,35(2008),1063-1074.

DOI: 10.1016/j.ijimpeng.2007.06.008

Google Scholar

[2] A.C. Walker. The post buckling behavior of simpliy-supported square plates. Aero. Quart. ,20(1969), 203-222.

Google Scholar

[3] M . Stein. Loads and deformations of buckled rectangular plates. NASA TR R-40(1959).

Google Scholar

[4] M. Elgaaly. Post buckling behavior of thin steel plates using computational models. Advances in Engineering Software,31(2000), 511-517.

DOI: 10.1016/s0965-9978(00)00037-5

Google Scholar

[5] MCM, Bakker, M. Rosmanit, H. Hofmeyer. Elastic post-buckling analysis of compressed plates using a two-strip model. Thin Walled Struct,2007, 45(5): 502-16.

DOI: 10.1016/j.tws.2007.04.006

Google Scholar

[6] Shen Huishen,Zhang Jianwu. Perturbation analysis for the postbuckling of simply supported rectangular plates under uniaxial compression[J]. Applied Mathematics and Mechanics,1988,9(8):81, 741-745.

DOI: 10.1007/bf02465403

Google Scholar

[7] Qiao Zongchun. An iteration algorithm for solving postbuckling equilibrium path of simply supported rectangular plates under biaxial compression[J]. Applied Mathematics and Mechanics, 1993,14(6):489-497.

DOI: 10.1007/bf02451360

Google Scholar

[8] Zeng Xiaohui,Liu Chuntu,Feng Wei. Postbuckling behavior of simply supported rectangular plate with initial deflection[J]. Journal of Mechanical Strength,2001,23(3):263-267.

Google Scholar

[9] Tanchum Weller, Haim Abramovich, Ronith Yaffe. Dynamic buckling of beams and plates subjected to axial impact[J]. Computers and Structures,32(1989),835-851.

DOI: 10.1016/0045-7949(89)90368-4

Google Scholar

[10] Han Dawei,Wang Anwen. Analytical resolution to dynamic buckling of rectangular thin plates under elastic compression wave[J]. Engineering Mechanics,2012,29(11):12-15.

Google Scholar