Prediction of crack pattern distribution in reinforced concrete by coupling a strong discontinuity model of concrete cracking and a bond‐slip of reinforcement model

DOI10.1108/02644400510603014zbMath1186.74102OpenAlexW2037127389MaRDI QIDQ5697282

Delphine Brancherie, Norberto Dominguez, Luc Davenne, Adnan Ibrahimbegović

Publication date: 17 October 2005

Published in: Engineering Computations (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1108/02644400510603014

zbMATH Keywords

damage modeltraction forcesdiffuse volume dissipationlocalized surface dissipation

Mathematics Subject Classification ID

Composite and mixture properties (74E30) Fracture and damage (74R99)

Related Items

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Uses Software

• FEAP

Cites Work

• Thermodynamic-based interface model for cohesive brittle materials: application to bond slip in RC structures
• An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
• Combined hardening and softening constitutive model of plasticity: precursor to shear slip line failure
• Strong coupling methods in multi-phase and multi-scale modeling of inelastic behavior of heterogeneous structures.
• A new method for modelling cohesive cracks using finite elements
• A modified method of incompatible modes
• An analysis of a new class of integration algorithms for elastoplastic constitutive relations
• Unified computational model for static and dynamic frictional contact analysis
• Classical plasticity and viscoplasticity models reformulated: theoretical basis and numerical implementation
• Computational mechanics of the steel-concrete interface