All Stories

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