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- Title
Three-dimensional stability of a rectangular plate under uniaxial tension.
- Authors
Kokhanenko, Yu.
- Abstract
The paper studies the three-dimensional stability of an isotropic, linear elastic, rectangular plate under a uniform tensile load applied to its sides. The concept of free strains is used to reduce the three-dimensional problem to a two-dimensional one. It is solved using the three-dimensional linearized theory of stability. An approximate solution of the buckling problem is obtained by the finite-difference method. Numerical results are presented
- Subjects
FINITE differences; MECHANICAL buckling; BOUNDARY value problems; RAYLEIGH quotient; NICKEL steel; STRAINS &; stresses (Mechanics)
- Publication
International Applied Mechanics, 2006, Vol 42, Issue 7, p825
- ISSN
1063-7095
- Publication type
Article
- DOI
10.1007/s10778-006-0151-7