A novel semi-explicit numerical algorithm for efficient 3D phase field modelling of quasi-brittle fracture
DOI10.1016/j.cma.2024.117416MaRDI QIDQ6643576
Yujie Huang, Philipp Junker, Lu Hai, Hui Zhang, P. Wriggers, Ye Feng
Publication date: 26 November 2024
Published in: (Search for Journal in Brave)
mixed-mode fracturephase field modelling3D fractureneighbored element methodsemi-explicit numerical algorithm
Brittle fracture (74R10) Plates (74K20) Dynamics of phase boundaries in solids (74N20) Finite difference methods for initial value and initial-boundary value problems involving PDEs (65M06) Finite difference methods applied to problems in solid mechanics (74S20) Mathematical modeling or simulation for problems pertaining to mechanics of deformable solids (74-10)
Cites Work
- Phase field approximation of cohesive fracture models
- Gradient damage models: toward full-scale computations
- A phase field model for rate-independent crack propagation: robust algorithmic implementation based on operator splits
- Approximation of free-discontinuity problems
- Spurious energy dissipation/generation in stiffness recovery models for elastic degradation and damage
- Numerical experiments in revisited brittle fracture
- Revisiting brittle fracture as an energy minimization problem
- Nonlocal operator method for dynamic brittle fracture based on an explicit phase field model
- Strain-gradient vs damage-gradient regularizations of softening damage models
- A variationally consistent phase-field anisotropic damage model for fracture
- A review on phase-field models of brittle fracture and a new fast hybrid formulation
- Three-dimensional phase-field modeling of mode I + II/III failure in solids
- Efficient quasi-brittle fracture simulations of concrete at mesoscale using micro CT images and a localizing gradient damage model
- Application of Taylor series combined with the weighted least square method to thermodynamic topology optimization
- Modeling the dynamic and quasi-static compression-shear failure of brittle materials by explicit phase field method
- Smoothing gradient damage model with evolving anisotropic nonlocal interactions tailored to low-order finite elements
- Multiscale diffusion-thermal-mechanical cohesive zone model for concrete
- A three-dimensional large deformation meshfree method for arbitrary evolving cracks
- 3D crack propagation with cohesive elements in the extended finite element method
- A unified regularized variational cohesive fracture theory with directional energy decomposition
- A phase-field model for cohesive fracture
- Optimal approximations by piecewise smooth functions and associated variational problems
- Thermodynamically consistent phase-field models of fracture: Variational principles and multi-field FE implementations
- The extended/generalized finite element method: An overview of the method and its applications
- Approximation of functional depending on jumps by elliptic functional via t-convergence
- GRADIENT ENHANCED DAMAGE FOR QUASI-BRITTLE MATERIALS
- New crack‐tip elements for XFEM and applications to cohesive cracks
- The Variational Approach to Fracture
- An explicit phase field material point method for modeling dynamic fracture problems
- Efficient and robust numerical treatment of a gradient‐enhanced damage model at large deformations
- A chemo-thermo-mechanical coupled phase field framework for failure in thermal barrier coatings
- Dynamic fracture investigation of concrete by a rate-dependent explicit phase field model integrating viscoelasticity and micro-viscosity
- Investigation on fracture behaviour of UHPFRC using a mesoscale computational framework
- Arbitrary polygon-based CSFEM-PFCZM for quasi-brittle fracture of concrete
- Adaptive and highly accurate numerical treatment for a gradient-enhanced brittle damage model
- An accurate and fast regularization approach to thermodynamic topology optimization
This page was built for publication: A novel semi-explicit numerical algorithm for efficient 3D phase field modelling of quasi-brittle fracture
Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q6643576)