Why do we need probability distributions with fat tails to describe the surface strain evolution in reinforced concrete flexural members?
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Publication:400120
DOI10.1007/s11012-012-9681-8zbMath1293.74434OpenAlexW1972790985MaRDI QIDQ400120
Publication date: 21 August 2014
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11012-012-9681-8
thermodynamicsreinforced concretealpha-stable distributionWeierstrass random walkcrackingsurface strain
Composite and mixture properties (74E30) Stochastic and other probabilistic methods applied to problems in solid mechanics (74S60)
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- Particle-based numerical modeling of AE statistics in disordered materials
- Fractal analysis of damage detected in concrete structural elements under loading
- Cusp catastrophe interpretation of fracture instability
- Numerical simulation of chaotic and self-organizing damage in brittle disordered materials
- Failure in plain and reinforced concrete -- an analysis of crack width and crack spacing
- Modelling of reinforced-concrete structures providing crack-spacing based on X-FEM, ED-FEM and novel operator split solution procedure
- Simple consistent estimators of stable distribution parameters
- Regression-Type Estimation of the Parameters of Stable Laws
- Numerical calculation of stable densities and distribution functions
- Prediction of crack pattern distribution in reinforced concrete by coupling a strong discontinuity model of concrete cracking and a bond‐slip of reinforcement model
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