Stress-resultant models for ultimate load design of reinforced concrete frames and multi-scale parameter estimates
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Publication:1944887
DOI10.1007/s00466-012-0734-6zbMath1398.74391OpenAlexW2167568028MaRDI QIDQ1944887
B. H. Pham, Delphine Brancherie, Adnan Ibrahimbegović, Luc Davenne
Publication date: 28 March 2013
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-012-0734-6
plasticityreinforced concretelocalized failurestrong discontinuity approachmulti-fiberstress-resultant model
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Cites Work
- Unnamed Item
- Unnamed Item
- Multi-scale computational model for failure analysis of metal frames that includes softening and local buckling
- Confinement-shear lattice CSL model for fracture propagation in concrete
- Nonlinear solid mechanics. Theoretical formulations and finite element solution methods
- Frame analysis and continuum damage mechanics
- Combined hardening and softening constitutive model of plasticity: precursor to shear slip line failure
- Localization of the bending response in the presence of axial load
- Portal of damage: a web-based finite element program for the analysis of framed structures subjected to overloads
- Analysis of localization in frame members with plastic hinges
- Moment-curvature damage model for bridges subjected to seismic loads
- Finite element methods for the analysis of softening plastic hinges in beams and frames
- A simplified damage mechanics approach to nonlinear analysis of frames
- Modelling of reinforced-concrete structures providing crack-spacing based on X-FEM, ED-FEM and novel operator split solution procedure
- A modified method of incompatible modes
- Non-linear behaviour of reinforced concrete beams: From 3D continuum to 1D member modelling
- Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures
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