The algorithm for calculating structural-nonlinear problems of structural mechanics is considered, combining the advantages of the finite element method in the form of a classical mixed method and the method of compensating loads. A study of the efficiency of the proposed algorithm was made for calculating problems of calculating a grillage with modeling piles as nonlinear elastic-malleable connections. The iterative efficiency of the proposed algorithm is analyzed taking into account the parameters of strengthening of connections under load
Dushko et al. (Wed,) studied this question.
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