Modeling of the Behavior of Concrete Specimens Under Uniaxial Tensile Stresses Through the Use of a 3D Probabilistic Semi-explicit Model

Author:

Rita Mariane R.,Fairbairn Eduardo de M. R.,Ribeiro Fernando L. B.,Tailhan Jean-Louis,Rossi Pierre,de Andrade Henrique C. C.,Mota Magno T.

Publisher

Springer International Publishing

Reference12 articles.

1. Bazant, Z., Oh, B.: Crack band theory for fracture of concrete. Mater. Struct. 3, 155–177 (1983)

2. Rastiello, G.: Influence de la fissuration sur le transfert de fluides dans les structures en béton. Stratégies de modélisation probabiliste et étude expérimentale. Ph.D. thesis, Université Paris-Est, IFSTTAR, Paris, France (2013)

3. Rastiello, G., Tailhan, J.L., Rossi, P., Dal Pont, S.: Macroscopic probabilistic cracking approach for the numerical modelling of fluid leakage in concrete. Ann. Solid Struct. Mech. 7, 1–16 (2015)

4. Rita, M.R.: Implementation of a 3D macroscopic probabilistic model for semi-explicit concrete cracking. Ph.D. thesis, Universidade Federal do Rio de Janeiro, UFRJ, Rio de Janeiro, Brazil (2022)

5. Rita, M.R., et al.: Simulação numérica de viga de concreto protendido em duplo balanço utilizando um modelo probabilístico. In: Proceedings of the XLI Ibero-Latin-American Congress on Computational Methods in Engineering. ABMEC, Foz do Iguaçu, Brasil (2020)

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