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Review article
https://doi.org/10.13167/2017.14.1

DISCRETE LATTICE ELEMENT APPROACH FOR ROCK FAILURE MODELING

Mijo Nikolić   ORCID icon orcid.org/0000-0002-3710-9785 ; University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, Croatia
Adnan Ibrahimbegovic ; UT Compiègne/Sorbonne Universités, Lab. Roberval de Mécanique, Centre de Recherches Royallieu, France
Predrag Miščević   ORCID icon orcid.org/0000-0002-2551-226X ; University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, Croatia

Fulltext: english, pdf (827 KB) pages 1-7 downloads: 346* cite
APA 6th Edition
Nikolić, M., Ibrahimbegovic, A. & Miščević, P. (2017). DISCRETE LATTICE ELEMENT APPROACH FOR ROCK FAILURE MODELING. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 8 (14), 1-7. https://doi.org/10.13167/2017.14.1
MLA 8th Edition
Nikolić, Mijo, et al. "DISCRETE LATTICE ELEMENT APPROACH FOR ROCK FAILURE MODELING." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 8, no. 14, 2017, pp. 1-7. https://doi.org/10.13167/2017.14.1. Accessed 8 May 2021.
Chicago 17th Edition
Nikolić, Mijo, Adnan Ibrahimbegovic and Predrag Miščević. "DISCRETE LATTICE ELEMENT APPROACH FOR ROCK FAILURE MODELING." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 8, no. 14 (2017): 1-7. https://doi.org/10.13167/2017.14.1
Harvard
Nikolić, M., Ibrahimbegovic, A., and Miščević, P. (2017). 'DISCRETE LATTICE ELEMENT APPROACH FOR ROCK FAILURE MODELING', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 8(14), pp. 1-7. https://doi.org/10.13167/2017.14.1
Vancouver
Nikolić M, Ibrahimbegovic A, Miščević P. DISCRETE LATTICE ELEMENT APPROACH FOR ROCK FAILURE MODELING. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2017 [cited 2021 May 08];8(14):1-7. https://doi.org/10.13167/2017.14.1
IEEE
M. Nikolić, A. Ibrahimbegovic and P. Miščević, "DISCRETE LATTICE ELEMENT APPROACH FOR ROCK FAILURE MODELING", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol.8, no. 14, pp. 1-7, 2017. [Online]. https://doi.org/10.13167/2017.14.1

Abstracts
This paper presents the ‘discrete lattice model’, or, simply, the ‘lattice model’, developed for rock failure modeling. The main difficulties in numerical modeling, namely, those related to complex crack initiations and multiple crack propagations, their coalescence under the influence of natural disorder, and heterogeneities, are overcome using the approach presented in this paper. The lattice model is constructed as an assembly of Timoshenko beams, representing the cohesive links between the grains of the material, which are described by Voronoi polygons. The kinematics of the Timoshenko beams are enhanced by the embedded strong discontinuities in their axial and transversal directions so as to provide failure modes I, II, and III. The model presented is suitable for meso-scale rock simulations. The representative numerical simulations, in both 2D and 3D settings, are provided in order to illustrate the model’s capabilities.

Keywords
discrete model; lattice model; embedded strong discontinuity

Hrčak ID: 183714

URI
https://hrcak.srce.hr/183714

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