All Stories

  1. FROM STAGE FRIGHT TO SOCIAL INSIGHT: MEASURING THE IMPACT OF AN INTERGENERATIONAL THEATRE SERVICE-LEARNING PROJECT
  2. TEACHING BIOMEDICAL APPLICATIONS THROUGH PHYSICS-INFORMED NEURAL NETWORKS: A PRACTICAL APPROACH USING MATLAB
  3. A thermomechanical multiphase meshfree solution for hot-pressing manufacturing of resin-based composites
  4. A stabilised semi-implicit double-point material point method for soil–water coupled problems
  5. Scaphoid numerical simulation of the critical loading until fracture
  6. An implicit locking‐free B‐spline Material Point Method for large strain geotechnical modelling
  7. Keynote lecture. A general two phase depth integrated model considering pore water pressure and dewatering
  8. SPH numerical modelling of landslide movements as coupled two-phase flows with a new solution for the interaction term
  9. Eigendegradation Algorithm Applied to Visco-Plastic Weak Layers
  10. Stabilized explicit $$u-p_w$$ solution in soil dynamic problems near the undrained-incompressible limit
  11. An Arbitrary Lagrangian Eulerian (ALE) finite difference (FD)‐SPH depth integrated model for pore pressure evolution on landslides over erodible terrains
  12. A component-free Lagrangian finite element formulation for large strain elastodynamics
  13. Two-phase SPH modelling of a real debris avalanche and analysis of its impact on bottom drainage screens
  14. Explicit meshfree $${{\varvec{u}}}-{{\varvec{p}}}_\mathbf{\mathrm{w}}$$ solution of the dynamic Biot formulation at large strain
  15. Toward a local maximum‐entropy material point method at finite strain within a B‐free approach
  16. On the dynamic assessment of the Local-Maximum Entropy Material Point Method through an Explicit Predictor–Corrector Scheme
  17. A depth integrated, coupled, two-phase model for debris flow propagation
  18. Local Maximum Entropy Material Point Method applied to quasi-brittle fracture
  19. Fluid stabilization of the u−w Biot's formulation at large strain
  20. Meshfree modeling of cyclic behavior of sands within large strain Generalized Plasticity Framework
  21. Meshfree modelling of dynamic fracture in fibre reinforced concrete
  22. Low‐order stabilized finite element for the full Biot formulation in soil mechanics at finite strain
  23. Meshfree modeling of the dynamic mixed-mode fracture in FRC through an eigensoftening approach
  24. Optimal transportation meshfree method in geotechnical engineering problems under large deformation regime
  25. Modeling the dynamic fracture in concrete: an eigensoftening meshfree approach
  26. Explicit meshfree solution for large deformation dynamic problems in saturated porous media
  27. u–w formulation for dynamic problems in large deformation regime solved through an implicit meshfree scheme
  28. Dynamic consolidation problems in saturated soils solved through u–w formulation in a LME meshfree framework
  29. Meshfree Modelling of Dynamic Fracture in High-Strength Concrete
  30. Meshfree Methods Applied to Consolidation Problems in Saturated Soils
  31. B-bar based algorithm applied to meshfree numerical schemes to solve unconfined seepage problems through porous media
  32. Generalized unconfined seepage flow model using displacement based formulation
  33. Changing impermeability boundary conditions to obtain free surfaces in unconfined seepage problems