Abstract
Local buckling is studied for linear viscoelastic composites under constant and cyclic loading. The shear mode of buckling is analyzed first using two simple, approximate methods of analysis and, for comparison, a numerical method of solution. It is then shown that, with a change of notation, the results may be used for time-dependent buckling in the bending mode for fibers or plates. In the bending case the influence of viscoelasticity on the development of a dominant wave length is shown.
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