Issue 58

K. Benyahi et alii, Frattura ed Integrità Strutturale, 58 (2021) 319-343; DOI: 10.3221/IGF-ESIS.58.24

[30] Mazars, J., Hamon, F., Grange, S. (2015). A new 3D damage model for concrete under monotonic, cyclic and dynamic loadings. Materials and Structures, 48(11), pp. 3779-3793. DOI: 10.1617/s11527-014-0439-8. [31] Bouafia, Y., Kachi, M S., Fouré, B. (2002). Stress-strain relationship in the case of reinforced steel fiber concrete. Annals of BTP. [32] Belhadj, N., Bouafia, Y., Smahi, R. (2015). Modeling the Behavior of the Fiber Reinforced Concrete by Damage Mechanics. In: Applied Mechanics and Materials. Trans Tech Publications, pp. 386-390. DOI: 10.4028/www.scientific.net/amm.749.386. [33] Nguyen, HG. (2008). Micromechanical approach for modeling the elastoplastic behavior of composites: application to resin mortars. Doctoral thesis. University of Cergy-Pontoise, France. [34] Duplan, F. (2014). Cementitious composites with controlled elastic modulus: design, characterization and micromechanical modeling. Doctoral thesis. University of Toulouse III - Paul Sabatier, France. [35] AL Kassem, G., Weichert, D. (2009). Micromechanical material models for polymer composites through advanced numerical simulation techniques. In: PAMM: Proceedings in Applied Mathematics and Mechanics. Berlin: WILEY ‐ VCH Verlag, pp. 413-414. DOI: 10.1002/pamm.200910180.

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