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    Modelación numérica del concreto simple con elementos finitos mediante la teoría de la plasticidad y la función de fluencia de Hu y Schnobrich Numerical modeling of the simple concrete with finite elements by means of the plasticity theory and yielding function of Hu and Schnobrich by Luis Rodríguez, Dorian Linero

    Published 2012-12-01
    “…This model is based on the general formulation of the theory of plasticity (Simó & Hughes 1998), considering a non-associated flow rule, where the plastic potential is defined by the failure criterion and von Mises and yield function corresponds to empirical approaches developed by Hu and Schnobrich (1989). …”
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