Advances in the particle finite element method for the analysis of fluid-multibody interaction and bed erosion in free surface flows
By Eugenio Oñate, Sergio R. Idelsohn, M. A. Celigueta, Riccardo Rossi. 2008
255 citations recorded by the source corpus.
Abstract We present some advances in the formulation of the particle finite element method (PFEM) for solving complex fluid–structure interaction problems with free surface waves. In particular, we present extensions of the PFEM for the analysis of the interaction between a collection of bodies in water allowing for frictional contact conditions at the fluid–solid and solid–solid interfaces via mesh generation. An algorithm to treat bed erosion in free surface flows is also presented. Examples of application of the PFEM to solve a number of fluid–multibody interaction problems involving splashing of waves, large motions of floating and submerged bodies and bed erosion situations are given.
Subfields: Civil and Structural Engineering, Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/7c07b22cc2dd230f144734477646c8596246766d
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Eugenio Oñate
- Sergio R. Idelsohn
- M. A. Celigueta
- Seiichi Koshizuka
- T. Tamai
- Riccardo Rossi
- M. Arroyo
- A. Gens
In Computational Mechanics
- Sergio R. Idelsohn
- T. Tamai
- Eugenio Oñate
- Seiichi Koshizuka
- Riccardo Rossi
- J. Carbonell
- M. A. Celigueta
- A. Gens
In Mechanics of Materials
- Eugenio Oñate
- T. Tamai
- Seiichi Koshizuka
- Sergio R. Idelsohn
- Riccardo Rossi
- M. A. Celigueta
- F. Salazar
- B. Suárez
Citations in the corpus
- On the numerical modeling of granular material flows via the Particle Finite Element Method (PFEM) (2015, background): “5 field of granular materials, recent works have explored the possibilities of such a technique in the 1 simulation of bed erosion due to fluid-structure interaction [19]; ground excavations [20]; and dam 2 structures [21].”
- A stable mesh-independent approach for numerical modelling of structured soils at large strains (2019, methodology): “The method has been applied to a variety of multi-physics problems, ranging from its original proposal to fluid-structure interaction (Idelsohn et al., 2004; Oñate et al., 2008; Franci et al., 2015) to geomechanics (Larese et al.”
- A monolithic Lagrangian approach for fluid–structure interaction problems (2010, background): “A detailed overview of the PFEM lies outside of the papers’ scope and can be found in [18,19,24].”
- Possibilities of the particle finite element method for fluid–soil–structure interaction problems (2011, methodology): “Other applications of the PFEM to bed erosion problems can be found in [35,36].”
- Least squares moving particle semi-implicit method (2014, methodology): “The first class of meshfree/ particle methods is used with various weak formulations such as Galerkin methods, for example, diffuse element method (DEM) [73], element free Gelerkin (EFG) method [11,13– 15,67], reproducing Kernel particle method (RKPM) [21, 63–65], h-p cloud method [27,28,58,74], par”
- A coupled PFEM–Eulerian approach for the solution of porous FSI problems (2012, background): “Just to mention some of them, it is used in FSI and coupled problems [22,24,31], multi-fluid problems [17], contact problems and geotechnical simulations [4,23] and fire engineering [16].”