Softening behavior of quasi-brittle material under full thermo-mechanical coupling condition: theoretical formulation and finite element implementation
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Publication:1668756
DOI10.1016/j.cma.2014.07.029zbMath1423.74841OpenAlexW1998605482MaRDI QIDQ1668756
Publication date: 29 August 2018
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.2014.07.029
Brittle fracture (74R10) Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Thermal effects in solid mechanics (74F05)
Uses Software
Cites Work
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- Galerkin-based energy-momentum consistent time-stepping algorithms for classical nonlinear thermo-elastodynamics
- Thermomechanical coupling in folded plates and non-smooth shells
- Nonlinear solid mechanics. Theoretical formulations and finite element solution methods
- Embedded discontinuity finite element method for modeling of localized failure in heterogeneous materials with structured mesh: An alternative to extended finite element method
- A finite element method for localized failure analysis
- An unconditionally stable staggered algorithm for transient finite element analysis of coupled thermoelastic problems
- Associative coupled thermoplasticity at finite strains: Formulation, numerical analysis and implementation
- A priori stability estimates and unconditionally stable product formula algorithms for nonlinear coupled thermoplasticity
- Covariant principal axis formulation of associated coupled thermoplasticity at finite strains and its numerical implementation.
- Combined hardening and softening constitutive model of plasticity: precursor to shear slip line failure
- On localization in thermo-elastoplastic solids subjected to adiabatic conditions
- New finite elements with embedded strong discontinuities in the finite deformation range
- Thermomechanical coupling at finite elastic strain: covariant formulation and numerical implementation
- A modified method of incompatible modes
- An analysis of strain localization in a shear layer under thermally coupled dynamic conditions. Part 2: Localized thermoplastic models
- Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures
- Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures
- Multiscale in time and stability analysis of operator split solution procedures applied to thermomechanical problems
- An anisotropic thermomechanical damage model for concrete at transient elevated temperatures
