Tsallis entropy in dual homogenization of random composites using the stochastic finite element method |
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Authors: | Marcin Kamiński |
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Affiliation: | Division of Structural Reliability, Department of Structural Mechanics, Faculty of Civil Engineering, Architecture, and Environmental Engineering, ?ód? University of Technology, ?ód?, Poland |
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Abstract: | This work concerns an application of the Tsallis entropy to homogenization problem of the fiber‐reinforced and also of the particle‐filled composites with random material and geometrical characteristics. Calculation of the effective material parameters is done with two alternative homogenization methods—the first is based upon the deformation energy of the Representative Volume Element (RVE) subjected to the few specific deformations, while the second uses explicitly the so‐called homogenization functions determined under periodic boundary conditions imposed on this RVE. Probabilistic homogenization is made with the use of three concurrent non‐deterministic methods, namely Monte‐Carlo simulation, iterative generalized stochastic perturbation technique as well as the semi‐analytical approach. The last two approaches are based on the Least Squares Method with polynomial basis of the statistically optimized order— this basis serves for further differentiation in the 10th‐order stochastic perturbation technique, while semi‐analytical method uses it in probabilistic integrals. These three approaches are implemented all as the extensions of the traditional Finite Element Method (FEM) with contrastively different mesh sizes, and they serve in computations of Tsallis entropies of the homogenized tensor components as the functions of input coefficient of variation. |
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Keywords: | homogenization problem Monte‐Carlo simulation semi‐analytical method Stochastic Finite Element Method stochastic perturbation technique Tsallis entropy |
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