The benefit of smoothing the unloading-reloading response and rough crack-contact relationships in a finite element concrete model.
A. Jefferson*, I.C. Mihai and W. Alnaas

Mesh size independence in microplane models
V. de Carlos* and F.C. Caner

Modeling of heat and mass transfer induced by high temperature in concrete
M. Rodríguez*, C.M. López and I. Carol

Continuum multi-scale (FE²) modeling of material failure in concrete-like materials
M. Caicedo*, J. Oliver, A.E. Huespe, E. Roubin and J.A. Hernández

Numerical testing of prestressed reinforced concrete structures with PRECON3D material model
M. Galić and P. Marović*