A Continuous-Discontinuous Approach to Simulate Failure of Quasi-Brittle Materials
P. Moonen, L.J. Sluys and J. Carmeliet

Three-Dimensional Modelling of Masonry Using the Partition of Unity Method
K. De Proft, K. Heyens and L.J. Sluys

A Damage-Plastic Model for Simulation of Reinforced Concrete Failure
P.J. Sánchez, G. Díaz, A.E. Huespe and J. Oliver

Analysis of Intergranular Crack Propagation in Brittle Polycrystals with a Generalized Finite Element Method and a Network Algorithm
Z. Shabir, E. Van der Giessen, C.A. Duarte and A. Simone

SPH-FEM Mortar Methods for Reinforced Concrete Slab:Application to Perforation Simulations
F.  Caleyron, Y. Chuzel-Marmot and A. Combescure

Are Gradient Damage Models Applicable up to Utimate Fracture?
E. Lorentz and V. Godard

A Continuous-Discontinuous Model for Softening and Cracking based on Non-Local Gradient Elasticity
A. Rodriguez-Ferran, E. Tamayo-Mas, T. Bennett and H. Askes