A unified non-linear energy dissipation-based plastic-damage model for cyclic loading
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Publication:2083162
DOI10.1016/j.cma.2022.115543OpenAlexW4293586354WikidataQ114196696 ScholiaQ114196696MaRDI QIDQ2083162
Publication date: 10 October 2022
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.2022.115543
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Cites Work
- Unnamed Item
- A phase field model for rate-independent crack propagation: robust algorithmic implementation based on operator splits
- Architecture of a multi-crack model with full closing, reopening and sliding capabilities
- Strain- and stress-based continuum damage models. I. Formulation
- Strain- and stress-based continuum damage models. II. Computational aspects
- An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
- Numerical experiments in revisited brittle fracture
- A general framework for continuum damage models. I: Infinitesimal plastic damage models in stress space
- An object-oriented environment for developing finite element codes for multi-disciplinary applications
- Migration of a generic multi-physics framework to HPC environments
- An energy release rate-based plastic-damage model for concrete
- Coupled plastic-damaged model
- An anisotropic elastoplastic-damage model for plain concrete
- Anisotropic modelling and numerical simulation of brittle damage in concrete
- Nonlinear Dynamics of Structures