STOCHASTIC GALERKIN FINITE ELEMENT METHOD FOR NONLINEAR ELASTICITY AND APPLICATION TO REINFORCED CONCRETE MEMBERS

نویسندگان

چکیده

We develop a stochastic Galerkin finite element method for nonlinear elasticity and apply it to reinforced concrete members with random material properties. The strategy is based on the modified Newton-Raphson method, which consists of an incremental loading process linearization scheme applied at each load increment. consider that properties are given by expansion in so-called generalized polynomial chaos (gPC) framework. search gPC displacement, then used update expansions stress, strain internal forces. proposed beam uncertain modulus elasticity, results compared those collocation Monte Carlo methods. Since systems equations obtained using methos very large, there typically many increments, direct solver may be prohibitive. Therefore we also studied iterative solution preconditioned conjugate gradients. Their efficiency illustrated set numerical experiments.

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ژورنال

عنوان ژورنال: International Journal for Uncertainty Quantification

سال: 2022

ISSN: ['2152-5080', '2152-5099']

DOI: https://doi.org/10.1615/int.j.uncertaintyquantification.2022038435