Geometrically non-linear behavior of structural systems with random material property: An asymptotic spectral stochastic approach
β Scribed by M. Tootkaboni; L. Graham-Brady; B.W. Schafer
- Publisher
- Elsevier Science
- Year
- 2009
- Tongue
- English
- Weight
- 945 KB
- Volume
- 198
- Category
- Article
- ISSN
- 0045-7825
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β¦ Synopsis
An asymptotic spectral stochastic approach is presented for computing the statistics of the equilibrium path in the post-bifurcation regime for structural systems with random material properties. The approach combines numerical implementation of Koiter's asymptotic theory with a stochastic Galerkin scheme and collocation in stochastic space to quantify uncertainties in the parametric representation of the load-displacement relationship, specifically in the form of uncertain post-buckling slope, post-buckling curvature, and a family of stochastic displacement fields. Using the proposed method, post-buckling response statistics for two plane frames are obtained and shown to be in close agreement with those obtained from Monte Carlo simulation, provided a fine enough spectral representation is used to model the variability in the random dimension.
π SIMILAR VOLUMES
A non-linear stochastic finite element formulation for the stochastic response analysis of geometrically non-linear, elastic two-dimensional frames with random stiffness properties and random damping subject to stationary random excitations is derived, utilizing deterministic shape functions and ran