Removing mesh bias in mixed-mode cohesive fracture simulation with stress recovery and domain integral
DOI10.1002/NME.6170zbMATH Open1548.74945MaRDI QIDQ6554524
Publication date: 12 June 2024
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
mixed-mode fracturedomain integralstress recoveryextrinsic cohesive zone modelmesh biaselement split
Brittle fracture (74R10) Boundary element methods applied to problems in solid mechanics (74S15) Mesh generation, refinement, and adaptive methods for boundary value problems involving PDEs (65N50) Boundary element methods for boundary value problems involving PDEs (65N38)
Cites Work
- A simple and efficient preconditioning scheme for Heaviside enriched XFEM
- Stress-intensity factors for surface cracks in functionally graded materials under mode-I thermomechanical loading
- An a-posteriori error estimator for linear elastic fracture mechanics using the stable generalized/extended finite element method
- Three-dimensional crack growth with \(hp\)-generalized finite element and face offsetting methods
- The simulation of dynamic crack propagation using the cohesive segments method
- Numerical simulations of fast crack growth in brittle solids
- Computational modelling of impact damage in brittle materials
- Comparative study on finite elements with embedded discontinuities.
- Multi-phase-field modeling of anisotropic crack propagation for polycrystalline materials
- Stable GFEM (SGFEM): improved conditioning and accuracy of GFEM/XFEM for three-dimensional fracture mechanics
- A finite element model for strain localization analysis of strongly discontinuous fields based on standard Galerkin approximation
- Modeling dynamic fracture of solids with a phase-field regularized cohesive zone model
- Convergence of fracture process zone size in cohesive zone modeling
- Powell-Sabin B-splines for smeared and discrete approaches to fracture in quasi-brittle materials
- A comparative study on finite elements for capturing strong discontinuities: E-FEM vs X-FEM
- NURBS- and T-spline-based isogeometric cohesive zone modeling of interface debonding
- An improved stable XFEM (Is-XFEM) with a novel enrichment function for the computational modeling of cohesive cracks
- A new method for modelling cohesive cracks using finite elements
- An isogeometric approach to cohesive zone modeling
- Adaptive mesh refinement and coarsening for cohesive zone modeling of dynamic fracture
- An embedded formulation with conforming finite elements to capture strong discontinuities
- A phase-field model for cohesive fracture
- Reduction in mesh bias for dynamic fracture using adaptive splitting of polygonal finite elements
- A new generalized finite element method for two-scale simulations of propagating cohesive fractures in 3-D
- Adaptive dynamic cohesive fracture simulation using nodal perturbation and edge-swap operators
- The extended/generalized finite element method: An overview of the method and its applications
- Comparative studies of 3D-constitutive models for concrete: application to mixed-mode fracture
- A compact adjacency-based topological data structure for finite element mesh representation
- Spatial convergence of crack nucleation using a cohesive finite-element model on a pinwheel-based mesh
- An extended finite element method with analytical enrichment for cohesive crack modeling
- Integration of singular enrichment functions in the generalized/extended finite element method for three-dimensional problems
- Extrinsic cohesive modelling of dynamic fracture and microbranching instability in brittle materials
- Extended finite element method for three-dimensional crack modelling
- Arbitrary branched and intersecting cracks with the extended finite element method
- An optimization-based phase-field method for continuous-discontinuous crack propagation
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