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Influence of rotatory inertia and transverse shear on stochastic instability of the cross-ply laminated beam
Affiliation:1. College of Civil Engineering, Hebei University of Engineering, Handan 056038, PR China;2. Department of Civil Engineering, The University of Akron, OH 44325-3905, USA
Abstract:The stochastic instability problem associated with an axially loaded cross-ply laminated beam is formulated. The effects of shear deformation and rotatory inertia are included in the present formulations. The beam is subjected to time-dependent deterministic and stochastic forces. By using the direct Liapunov method, bounds for the almost sure instability of beams as a function of viscous damping coefficient, variance of the stochastic force, ratio of principal lamina stiffnesses, shear correction factor, number of layers, mode numbers and geometrical ratio, are obtained. Numerical calculations are performed for the Gaussian process with a zero mean and variance σ2 as well as for harmonic process with an amplitude A.
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