Concrete meso-scale model with full set of 3D failure modes with random distribution of aggregate and cement phase. I: Formulation and numerical implementation
From MaRDI portal
Publication:1986751
DOI10.1016/j.cma.2017.09.013zbMath1440.74346OpenAlexW2763985728MaRDI QIDQ1986751
Emir Karavelić, Azra Kurtović, Adnan Ibrahimbegović, Mijo Nikolic
Publication date: 9 April 2020
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.2017.09.013
parameter identificationdiscrete lattice modellocalized failureconcrete 3D failure mechanismsembedded discontinuity
Related Items
Hybrid of monolithic and staggered solution techniques for the computational analysis of fracture, assessed on fibrous network mechanics, Bayesian inference of mesoscale mechanical properties of mortar using experimental data from a double shear test, Modeling multi-fracturing fibers in fiber networks using elastoplastic Timoshenko beam finite elements with embedded strong discontinuities -- formulation and staggered algorithm, Reduced model of macro-scale stochastic plasticity identification by Bayesian inference: application to quasi-brittle failure of concrete, Discrete element model for the failure analysis of partially saturated porous media with propagating cracks represented with embedded strong discontinuities
Uses Software
Cites Work
- Unnamed Item
- Confinement-shear lattice CSL model for fracture propagation in concrete
- Crack band model of fracture in irregular lattices
- Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension
- 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 analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
- New method for simulating fracture using an elastically uniform random geometry lattice
- Combined hardening and softening constitutive model of plasticity: precursor to shear slip line failure
- Rock mechanics model capable of representing initial heterogeneities and full set of 3D failure mechanisms
- Discrete element model for the analysis of fluid-saturated fractured poro-plastic medium based on sharp crack representation with embedded strong discontinuities
- Brittle and ductile failure of rocks: Embedded discontinuity approach for representing mode I and mode II failure mechanisms
- A modified method of incompatible modes
- Failure of heterogeneous materials: 3D meso-scale FE models with embedded discontinuities
- Gmsh: A 3-D finite element mesh generator with built-in pre- and post-processing facilities
- Regularized sequentially linear saw‐tooth softening model
- Saint‐Venant multi‐surface plasticity model in strain space and in stress resultants
- Constitutive model of coupled damage-plasticity and its finite element implementation
