COM-MAT-FAIL

Crack-path field and strain-injection techniques in computational modeling of propagating material failure The work presents two new numerical techniques devised for modeling propagating material failure, i.e. cracks in fracture mechanics or slip-lines in soil mechanics. The first one is termed {it crack-path-field} technique and is conceived for the identification of the path of those cracks, or slip-lines, represented by strain-localization based solutions of the material failure problem. The second one is termed {it strain-injection}, and consists of a procedure to insert, during specific stages of the simulation and in selected areas of the domain of analysis, goal oriented specific strain fields via mixed finite element formulations. In the approach, a first injection, of elemental constant strain modes (CSM) in quadrilaterals, is used, in combination of the crack-path-field technique, for obtaining reliable information that anticipates the position of the crack-path. Based on this information, in a subsequent stage, a discontinuous displacement mode (DDM) is efficiently injected, ensuring the required continuity of the crack-path across sides of contiguous elements. Combination of both techniques results in an efficient and robust procedure based on the staggered resolution of the crack-path-field and the mechanical failure problems. It provides the classical advantages of the “intra-elemental” methods for capturing complex propagating displacement discontinuities in coarse meshes, as E-FEM or X-FEM methods, with the non-code-invasive character of the crack-path-field technique. Numerical representative simulations of a wide range of benchmarks, in terms of the type of material and the failure problem, show the broad applicability, accuracy and robustness of the proposed methodology. The finite element code used for the simulations is open-source and available at url{http://www.cimne.com/compdesmat/}.


References in zbMATH (referenced in 12 articles )

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  1. Liu, Guoyang; Li, Junjie: A three-dimensional discontinuous deformation analysis method for investigating the effect of slope geometrical characteristics on rockfall behaviors (2019)
  2. Alsahly, Abdullah; Callari, Carlo; Meschke, Günther: An algorithm based on incompatible modes for the global tracking of strong discontinuities in shear localization analyses (2018)
  3. Nowruzpour, Mohsen; Reddy, J. N.: Unification of local and nonlocal models within a stable integral formulation for analysis of defects (2018)
  4. Petracca, Massimo; Pelà, Luca; Rossi, Riccardo; Oller, Sergio; Camata, Guido; Spacone, Enrico: Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls (2017)
  5. Hauseux, P.; Roubin, E.; Seyedi, D. M.; Colliat, J. B.: FE modelling with strong discontinuities for 3D tensile and shear fractures: application to underground excavation (2016)
  6. Lloberas-Valls, O.; Huespe, A. E.; Oliver, J.; Dias, I. F.: Strain injection techniques in dynamic fracture modeling (2016)
  7. Petracca, Massimo; Pelà, Luca; Rossi, Riccardo; Oller, Sergio; Camata, Guido; Spacone, Enrico: Regularization of first order computational homogenization for multiscale analysis of masonry structures (2016)
  8. Toro, S.; Sánchez, P. J.; Podestá, J. M.; Blanco, P. J.; Huespe, A. E.; Feijóo, R. A.: Cohesive surface model for fracture based on a two-scale formulation: computational implementation aspects (2016)
  9. Meschke, Günther; Leonhart, Dirk: A generalized finite element method for hydro-mechanically coupled analysis of hydraulic fracturing problems using space-time variant enrichment functions (2015)
  10. Oliver, J.; Caicedo, M.; Roubin, E.; Huespe, A. E.; Hernández, J. A.: Continuum approach to computational multiscale modeling of propagating fracture (2015)
  11. Zhang, Yiming; Lackner, Roman; Zeiml, Matthias; Mang, Herbert A.: Strong discontinuity embedded approach with standard SOS formulation: element formulation, energy-based crack-tracking strategy, and validations (2015)
  12. Oliver, J.; Dias, I. F.; Huespe, A. E.: Crack-path field and strain-injection techniques in computational modeling of propagating material failure (2014)