Modelling of reinforced-concrete structures providing crack-spacing based on X-FEM, ED-FEM and novel operator split solution procedure
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Publication:3164498
DOI10.1002/nme.2838zbMath1197.74180OpenAlexW2011253737MaRDI QIDQ3164498
Amor Boulkertous, Delphine Brancherie, Adnan Ibrahimbegović, Luc Davenne
Publication date: 28 October 2010
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.2838
Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30)
Related Items (7)
Why do we need probability distributions with fat tails to describe the surface strain evolution in reinforced concrete flexural members? ⋮ Considerations on the identifiability of fracture and bond properties of reinforced concrete ⋮ Stress-resultant models for ultimate load design of reinforced concrete frames and multi-scale parameter estimates ⋮ A multiscale model for reinforced concrete with macroscopic variation of reinforcement slip ⋮ Fiber-reinforced brittle material fracture models capable of capturing a complete set of failure modes including fiber pull-out ⋮ Discrete inclusion models for reinforced composites: comparative performance analysis and modeling challenges ⋮ Reduced model of macro-scale stochastic plasticity identification by Bayesian inference: application to quasi-brittle failure of concrete
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