Problems of Dynamic Buckling of Antisymmetric Rectangular Laminates

Author

Victor Birman, Missouri University of Science and TechnologyFollow

Abstract

Dynamic buckling of antisymmetrically laminated angle-ply rectangular plates due to axial loads proportional to time and axial step loads is considered. The nonlinear response of initially imperfect plates is determined from the numerical solution of the governing differential equation. In the case of the step loading this equation can be solved analytically. In the particular case of a perfect plate the solution of the linear problem yields the condition of dynamic buckling. Another problem considered in the paper is the behavior of an imperfect plate initially loaded by axial static stresses. The static response is determined first and the motion of the plate is superimposed on the static displacements in the second phase of the solution. © 1989.

Recommended Citation

V. Birman, "Problems of Dynamic Buckling of Antisymmetric Rectangular Laminates," Composite Structures, Elsevier, Jan 1989.

The definitive version is available at https://doi.org/10.1016/0263-8223(89)90040-8

Department(s)

Mechanical and Aerospace Engineering

International Standard Serial Number (ISSN)

0263-8223

Document Type

Article - Journal

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 1989 Elsevier, All rights reserved.

Publication Date

01 Jan 1989