Towards a more realistic representation of concrete cracking for the design of SHM systems: updating and uncertainty evaluation of implicit gradient cracking models.
Explore this paper's citation graph
Summary
A numerical model of a notched concrete beam will be updated with respect to experimental load-deflection-cu rves using a CMA-ES (Evolution Strategy with Covariance Matrix Ad aptation) optimization algo rithm.
- Type
- article
- Published
- 2012-01-01
- Cited by
- 4
- References
- 13
- OpenAlex
- https://openalex.org/W789897542
- Semantic Scholar
- https://api.semanticscholar.org/CorpusID:117230735
Keywords
Cracking, Representation (politics), Computer science, Materials science
References
- Enhanced damage modelling for fracture and fatigue
- Estimation of model parameters in nonlocal damage theories by inverse analysis techniques
- Optimal estimation of gradient damage parameters from localization phenomena in quasi‐brittle materials
- A nonlocal damage theory
- Comparison of nonlocal approaches in continuum damage mechanics
- Calibration of nonlocal damage model from size effect tests
- Evaluating the CMA Evolution Strategy on Multimodal Test Functions
- European Journal of Mechanics / A Solids
- Computational modelling of concrete fracture
- Vibration Based Structural Health Monitoring Using Large Sensor Arrays: Overview of Instrumentation and Feature Extraction Based on Modal Filters
Cited by
- Modeling of concrete cracking for the design of SHM systems: comparison of implicit gradient damage models and simplified linear representations
- Application of an updated notched beam model using an implicit gradient cracking approach for the purpose of damage detection based on dynamic strains
- Effect of structural damage on modal parameters of a stiffened composite panel using reduced order modelling technique
- Assessment of damage indicators for structural health monitoring using a probabilistic framework
Related papers
- Modeling of concrete cracking for the design of SHM systems: comparison of implicit gradient damage models and simplified linear representations
- A Multi-Scale Strategy for the Probabilistic Modeling of Reinforced Concrete Structures
- Numerical strategy for developing a probabilistic model for elements of reinforced concrete
- Numerical Strategy for Developing a Probabilistic Model for Reinforced Concrete Structures (PMRCS)
- Probabilistic modelling of cracking in concrete structures
- Multi-scale strategy for modeling macrocracks propagation in reinforced concrete structures
- Probabilistic analysis of concrete cracking using stochastic finite element methods: application to nuclear containment buildings at early age
- Solution strategy for non‐linear finite element analyses of large reinforced concrete structures
- 3D nonlinear constitutive modeling for dynamic analysis of reinforced concrete structural members
- Creep modelling for multi-physical simulation of mass concrete structures using the explicit finite element approach