An anisotropic eigenfracture approach accounting for mixed fracture modes in wooden structures by the Representative Crack Element framework
Finite Element analysis of anisotropic fracture phenomena in wood is a challenging task, particularly when dealing with intricate loading scenarios and mode-specific behavior. The appeal of energetically motivated approaches, such as the eigenfracture method, is that they enable simulation of fracture without prior knowledge of the crack path. The promising eigenfracture method has shown good numerical performance for isotropic materials, and this contribution showcases its application to anisotropic materials. Wood is one such anisotropic material and in this manuscript, the directional dependence of both elasticity and fracture evolution are incorporated into the eigenfracture approach. Further, the eigenfracture approach is used in conjunction with Representative Crack Elements (RCE), which permit accurate modeling of physical crack deformations. The governing equations are systematically derived and implemented into the Finite Element framework. By representative numerical examples, some advantages over the alternative phase-field method are demonstrated. Another highlight of this work is that it is possible to provide a realistic ratio of the energy release rates parallel to and perpendicular to the fiber direction in order to achieve physically accurate crack patterns. Additionally, the calculation effort is reduced, because the unknowns required to determine the crack kinematics can be solved analytically at the material level, a feature that also enables parallelization. • An Anisotropic eigenfracture model is developed addressing wood fracture evolution. • Both, elasticity and fracture behavior are formulated in an anisotropic manner. • A fracture mechanism using mode-dependent and mixed-mode toughness is developed. • Computational homogenization of a three-dimensional RCE framework. • Physical crack kinematics and correct crack patterns are obtained from the simulation results.
Authors
- Michael Kaliske (ORCID: https://orcid.org/0000-0002-3290-9740)
- Daniel Konopka (ORCID: https://orcid.org/0000-0001-5522-611X)
- Johannes Storm (ORCID: https://orcid.org/0000-0002-6115-6493)
- Marcel May (ORCID: https://orcid.org/0009-0004-7203-4610)
Institutions
- Technische Universität Dresden (DE)
Publication Details
- Journal
- Engineering Fracture Mechanics
- Published
- 2024-10-24
- DOI
- https://doi.org/10.1016/j.engfracmech.2024.110572
- Citations
- 8
- Primary Topic
- Numerical methods in engineering
- Type
- article
- Field-Weighted Citation Impact
- 2.15