Considerations on the identifiability of fracture and bond properties of reinforced concrete
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Publication:6082560
DOI10.1002/nme.7289OpenAlexW4377116101MaRDI QIDQ6082560
Adnan Ibrahimbegović, Hermann G. Matthies, Unnamed Author
Publication date: 30 November 2023
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.7289
Fracture and damage (74Rxx) Stochastic analysis (60Hxx) Numerical and other methods in solid mechanics (74Sxx)
Cites Work
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- Sampling-free linear Bayesian update of polynomial chaos representations
- Comparison of deterministic and probabilistic approaches to identify the dynamic moving load and damages of a reinforced concrete beam
- Identification of Bayesian posteriors for coefficients of chaos expansions
- 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
- An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
- On global identifiability for arbitrary model parametrizations
- The partition of unity finite element method: basic theory and applications
- Comparative study on finite elements with embedded discontinuities.
- Statistical and computational inverse problems.
- Markov chains for exploring posterior distributions. (With discussion)
- Continuum modelling of strong discontinuities in solid mechanics using damage models
- Fiber-reinforced brittle material fracture models capable of capturing a complete set of failure modes including fiber pull-out
- Parameter identification for phase-field modeling of fracture: a Bayesian approach with sampling-free update
- A computational framework for Bayesian inference in plasticity models characterisation
- On the modeling of highly localized deformations induced by material failure: the strong discontinuity approach
- Arbitrary discontinuities in finite elements
- Analytic Perturbation Theory and Its Applications
- Inverse problems: A Bayesian perspective
- A novel Bayesian strategy for the identification of spatially varying material properties and model validation: an application to static elastography
- Modelling of reinforced-concrete structures providing crack-spacing based on X-FEM, ED-FEM and novel operator split solution procedure
- Stochastic identification of elastic constants for anisotropic materials
- Finite elements with embedded strong discontinuities for the modeling of failure in solids
- Identifiability of linear and nonlinear dynamical systems
- Elastic crack growth in finite elements with minimal remeshing
- THE PARTITION OF UNITY METHOD
- Extended finite element method for three-dimensional crack modelling
- Inverse Problem Theory and Methods for Model Parameter Estimation
- 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
- A finite element method for crack growth without remeshing
- Monte Carlo sampling methods using Markov chains and their applications
- Prediction of crack pattern distribution in reinforced concrete by coupling a strong discontinuity model of concrete cracking and a bond‐slip of reinforcement model
- The Homogeneous Chaos
- A Class of Statistics with Asymptotically Normal Distribution
- Global sensitivity indices for nonlinear mathematical models and their Monte Carlo estimates