The method of fundamental solutions together with the successive-approximation method as an alternative approach to solving some plane elastoplastic problem
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Numerical simulation of dynamic soil-structure interaction with particle finite element limit analysis
X. Zhang, K. Krabbenhoft and D. Sheng
A geometrically nonlinear three-dimensional finite element beam formulation of Kirchhoff type
C. Meier, A. Popp and W.A. Wall
Isogeometric collocation for rate-independent plasticity
L. De Lorenzis and T.J.R. Hughes
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