¿cuál debería ser el nivel de sencillez ideal para un análisis no lineal de elementos en hormigón estructural? ; how simple can nonlinear finite element modelling be for structural concrete?

HIGHLIGHTS

• who: G. Argirova et al. from the (UNIVERSITY) have published the research: u00bfCuu00e1l deberu00eda ser el nivel de sencillez ideal para un anu00e1lisis no lineal de elementos en hormigu00f3n estructural? ; How simple can nonlinear finite element modelling be for structural concrete?, in the Journal: (JOURNAL)
• what: The ratio of the obtained in the test to the predicted load bearing capacity for the beams included in this paper as a function of the compressive strength and amount of shear reinforcement are presented in Figure 4. In most test campaigns for dapped end beams the main goal . . .
  

   

  

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