Computational modeling of size effects in concrete specimens under uniaxial tension
DOI10.1007/s10704-009-9316-9zbMath1198.74088OpenAlexW2045952732MaRDI QIDQ841960
Miroslav Vořechovský, Václav Sadílek
Publication date: 18 September 2009
Published in: International Journal of Fracture (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s10704-009-9316-9
probabilistic analysisfinite element softwarecrack bandfracture-plastic modelstatistical length scale
Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Stochastic and other probabilistic methods applied to problems in solid mechanics (74S60)
Related Items (3)
Cites Work
- Stochastic approaches for damage evolution in standard and non-standard continua
- Activation energy based extreme value statistics and size effect in brittle and quasibrittle fracture
- Nonlocal models for damage and fracture: Comparison of approaches
- A cohesive segments method for the simulation of crack growth
- Stochastic modeling of multi-filament yarns. II: Random properties over the length and size effect
- Interplay of size effects in concrete specimens under tension studied via computational stochastic fracture mechanics
- Cohesive-zone models, higher-order continuum theories and reliability methods for computational failure analysis
- Energetic–statistical size effect simulated by SFEM with stratified sampling and crack band model
- Finite element analysis of deformation of strain-softening materials
- Equivalent localization element for crack band approach to mesh-sensitivity in microplane model
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