Publication | Open Access

A primal-dual active set method and predictor-corrector mesh adaptivity for computing fracture propagation using a phase-field approach

Numerical AnalysisFinite Element MethodPredictor-corrector Mesh AdaptivityEngineeringFracture PropagationMechanical EngineeringNumerical SimulationMechanical ModelingSolid MechanicsUnstructured Mesh GenerationStructural OptimizationComputational MechanicsStructural MechanicsDynamic Crack PropagationCrack FormationPhase-field ApproachMechanics Of MaterialsFracture Mechanics