Analysis of Meshfree Methods for Lagrangian Fluid-Structure Interaction

• Autores: Miguel María Urrecha Espluga
• Directores de la Tesis: Ignacio Romero Olleros (dir. tes.)
• Lectura: En la Universidad Politécnica de Madrid ( España ) en 2014
• Idioma: inglés
• Tribunal Calificador de la Tesis: Eugenio Oñate Ibáñez de Navarra (presid.), Juan Carlos García Orden (secret.), Elías Cueto Prendes (voc.), Felipe Gabaldón Castillo (voc.), Chengxiang Yu (voc.)
• Materias:
  • Ciencias de la tierra y del espacio
    • Ciencias del suelo
      • Ingeniería de suelos
• Enlaces
  • Tesis en acceso abierto en: Archivo Digital UPM
• Resumen

  • In this dissertation a new numerical method for solving Fluid-Structure Interaction (FSI) problems in a Lagrangian framework is developed, where solids of different constitutive laws can suffer very large deformations and fluids are considered to be newtonian and incompressible. For that, we first introduce a meshless discretization based on local maximum-entropy interpolants. This allows to discretize a spatial domain with no need of tessellation, avoiding the mesh limitations. Later, the Stokes flow problem is studied. The Galerkin meshless method based on a max-ent scheme for this problem suffers from instabilities, and therefore stabilization techniques are discussed and analyzed. An unconditionally stable method is finally formulated based on a Douglas-Wang stabilization. Then, a Langrangian expression for fluid mechanics is derived. This allows us to establish a common framework for fluid and solid domains, such that interaction can be naturally accounted. The resulting equations are also in the need of stabilization, what is corrected with an analogous technique as for the Stokes problem. The fully Lagrangian framework for fluid/solid interaction is completed with simple point-to-point and point-to-surface contact algorithms. The method is finally validated, and some numerical examples show the potential scope of applications.