Propagation of a cohesive crack through adherent reinforcement layers

DOI10.1016/j.cma.2005.01.029zbMath1331.74159OpenAlexW2066203073MaRDI QIDQ853367

David A. Cendón, Jacinto R. Carmona, Gonzalo Ruiz

Publication date: 15 November 2006

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2005.01.029

zbMATH Keywords

cohesive modelsfracture of structural concreteinterface deterioration

Mathematics Subject Classification ID

Fracture and damage (74R99)

Related Items (3)

Development of ``event-to-event nonlinear technique to lightly reinforced concrete beams by simplified constitutive modeling ⋮ A new robust adaptive control method for modified function projective synchronization with unknown bounded parametric uncertainties and external disturbances ⋮ A partition of unity finite element method for obtaining elastic properties of continua with embedded thin fibres

Cites Work

• Computational mechanics of the steel-concrete interface
• Three-dimensional finite-element simulation of the dynamic Brazilian tests on concrete cylinders
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item

This page was built for publication: Propagation of a cohesive crack through adherent reinforcement layers