Characterization of random stress fields obtained from polycrystalline aggregate calculations using multi-scale stochastic finite elements

Bruno SUDRET , Hung Xuan DANG , Marc BERVEILLER , Asmahana ZEGHADI , Thierry YALAMAS

Front. Struct. Civ. Eng. ›› 2015, Vol. 9 ›› Issue (2) : 121 -140.

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Front. Struct. Civ. Eng. ›› 2015, Vol. 9 ›› Issue (2) : 121 -140. DOI: 10.1007/s11709-015-0290-1
RESEARCH ARTICLE
RESEARCH ARTICLE

Characterization of random stress fields obtained from polycrystalline aggregate calculations using multi-scale stochastic finite elements

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Abstract

The spatial variability of stress fields resulting from polycrystalline aggregate calculations involving random grain geometry and crystal orientations is investigated. A periodogram-based method is proposed to identify the properties of homogeneous Gaussian random fields (power spectral density and related covariance structure). Based on a set of finite element polycrystalline aggregate calculations the properties of the maximal principal stress field are identified. Two cases are considered, using either a fixed or random grain geometry. The stability of the method w.r.t the number of samples and the load level (up to 3.5% macroscopic deformation) is investigated.

Keywords

polycrystalline aggregates / crystal plasticity / random fields / spatial variability / correlation structure

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Bruno SUDRET, Hung Xuan DANG, Marc BERVEILLER, Asmahana ZEGHADI, Thierry YALAMAS. Characterization of random stress fields obtained from polycrystalline aggregate calculations using multi-scale stochastic finite elements. Front. Struct. Civ. Eng., 2015, 9(2): 121-140 DOI:10.1007/s11709-015-0290-1

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