Mesoscopic model to simulate the mechanical behavior of reinforced concrete members affected by corrosion

DOI10.1016/j.ijsolstr.2009.10.023zbMath1183.74047OpenAlexW1973508808WikidataQ61734900 ScholiaQ61734900MaRDI QIDQ960789

S. Toro, Alfredo Huespe, Javier Oliver, Pablo Javier Sánchez

Publication date: 29 March 2010

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: http://hdl.handle.net/2117/192434

zbMATH Keywords

reinforced concrete structurescorrosioncontact elementsbond stress degradationfinite elements with embedded strong discontinuities

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30)

Related Items (1)

Simulation of crack growth using cohesive crack method

Cites Work

• Theoretical and computational issues in modelling material failure in strong discontinuity scenarios
• Continuum approach to material failure in strong discontinuity settings
• Three dimensional combined fracture-plastic material model for concrete
• An implicit/explicit integration scheme to increase computability of nonlinear material and contact/friction problems
• On the discrete constitutive models induced by strong discontinuity kinematics and continuum constitutitive equations
• A comparative study on finite elements for capturing strong discontinuities: E-FEM vs X-FEM
• Damage-plastic model for concrete failure
• A numerical model for reinforced concrete structures

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