An embedded strong discontinuity model for cracking of plain concrete

DOI10.1016/j.cma.2005.01.028zbMath1331.74164OpenAlexW1979861173MaRDI QIDQ853343

C. Feist, G. Hofstetter

Publication date: 15 November 2006

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2005.01.028

zbMATH Keywords

fracturetrackingfinite elementconcretecracknonlocalstrong discontinuity approach

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99)

Related Items

Assumed enhanced strain and the extended finite element methods: a unification of concepts, A phase-field model for fractures in nearly incompressible solids, Mixed stabilized finite element methods in nonlinear solid mechanics. II: Strain localization, Unified analysis of enriched finite elements for modeling cohesive cracks, Towards a generalization of a discrete strong discontinuity approach, Modeling three-dimensional crack propagation-A comparison of crack path tracking strategies, Matrix-free multigrid solvers for phase-field fracture problems, Extended embedded finite elements with continuous displacement jumps for the modeling of localized failure in solids, Strong discontinuity embedded approach with standard SOS formulation: element formulation, energy-based crack-tracking strategy, and validations, Strongly coupled XFEM formulation for non-planar three-dimensional simulation of hydraulic fracturing with emphasis on concrete dams, Towards the treatment of boundary conditions for global crack path tracking in three-dimensional brittle fracture

Uses Software

• ABAQUS
• ABAQUS/Standard

Cites Work

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