A new discontinuous FE formulation for crack path prediction in brittle solids
From MaRDI portal
Publication:838559
DOI10.1016/j.ijsolstr.2008.08.008zbMath1168.74448OpenAlexW2035974970MaRDI QIDQ838559
Publication date: 26 August 2009
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2008.08.008
Cites Work
- Unnamed Item
- Criteria for mesh refinement in nonlocal damage finite element analyses
- Theoretical and computational issues in modelling material failure in strong discontinuity scenarios
- Continuum approach to material failure in strong discontinuity settings
- Embedded crack vs. smeared crack models: a comparison of elementwise discontinuous crack path approaches with emphasis on mesh bias
- Stability and robustness issues in numerical modeling of material failure with the strong discontinuity approach
- A finite element with embedded localization zones
- The arbitrary local mesh replacement method: An alternative to remeshing for crack propagation analysis
- On multiplicity of solutions in quasi-brittle fracture computations
- Non-homogeneous displacement jumps in strong embedded discontinuities.
- Crack propagation modelling using an advanced remeshing technique
- On the discrete constitutive models induced by strong discontinuity kinematics and continuum constitutitive equations
- Strong discontinuities and continuum plasticity models: the strong discontinuity approach.
- Elastic crack growth in finite elements with minimal remeshing
- Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels
- A finite element analysis of non-prescribed crack propagation in concrete
- A finite element method for crack growth without remeshing
- Three-dimensional embedded discontinuity model for brittle fracture