Three-dimensional brittle fracture: configurational-force-driven crack propagation

DOI10.1002/nme.4603zbMath1352.74284arXiv1304.6136OpenAlexW3125913794MaRDI QIDQ2952420

łukasz Kaczmarczyk, Chris J. Pearce, Mohaddeseh Mousavi Nezhad

Publication date: 30 December 2016

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://arxiv.org/abs/1304.6136

zbMATH Keywords

fractureconfigurational forcesmesh qualitymesh adaptivitycrack patharc-length control

Mathematics Subject Classification ID

Brittle fracture (74R10) Finite element methods applied to problems in solid mechanics (74S05) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60)

Related Items (10)

Numerical simulation of fracking in shale rocks: current state and future approaches ⋮ 3D crack propagation with cohesive elements in the extended finite element method ⋮ Hybrid of monolithic and staggered solution techniques for the computational analysis of fracture, assessed on fibrous network mechanics ⋮ A configurational force driven cracking particle method for modelling crack propagation in 2D ⋮ Adaptive configurational force‐based propagation for brittle and fatigue crack analysis ⋮ Multi-physics simulation of 3D in-flight ice-shedding ⋮ A computational framework for crack propagation along contact interfaces and surfaces under load ⋮ Validation simulations for the variational approach to fracture ⋮ Three-dimensional crack propagation with distance-based discontinuous kernels in meshfree methods ⋮ Energy consistent framework for continuously evolving 3D crack propagation

Uses Software

• PETSc

Cites Work

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