2010
DOI: 10.1002/nme.2911
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A Lagrangian finite element approach for the analysis of fluid–structure interaction problems

Abstract: SUMMARYA Lagrangian finite element method for the analysis of incompressible Newtonian fluid flows, based on a continuous re-triangulation of the domain in the spirit of the so-called Particle Finite Element Method, is here revisited and applied to the analysis of the fluid phase in fluid-structure interaction problems. A new approach for the tracking of the interfaces between fluids and structures is proposed. Special attention is devoted to the mass conservation problem. It is shown that, despite its Lagrang… Show more

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Cited by 85 publications
(71 citation statements)
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“…In a weakly coupled segregated schemes when the transfer of informations through the interface is performed only once for each time step, (for example see [42]), whereas in strongly coupled schemes this operation is performed within a convergence Chapter 1. Introduction 7 loop (as a reference see [34]). Clearly, a weakly coupled scheme has a lower computational cost but it can be used only when the interaction between the solid and the fluid domains is not strong or complex.…”
Section: Algorithms For Fsi Problemsmentioning
confidence: 99%
“…In a weakly coupled segregated schemes when the transfer of informations through the interface is performed only once for each time step, (for example see [42]), whereas in strongly coupled schemes this operation is performed within a convergence Chapter 1. Introduction 7 loop (as a reference see [34]). Clearly, a weakly coupled scheme has a lower computational cost but it can be used only when the interaction between the solid and the fluid domains is not strong or complex.…”
Section: Algorithms For Fsi Problemsmentioning
confidence: 99%
“…where U and P contain the nodal values of velocity and pressure respectively, M is the mass matrix, K is the matrix of viscoplastic coefficients, D is the discretization of the divergence operator, B is the vector of body forces and boundary tractions (see [3] for the definition of these matrices). K c represents the discretization of the convective term on the slip boundary and K slip is the discretization of the integral slip term.…”
Section: Discretization and Numerical Techniquementioning
confidence: 99%
“…Moreover, an "alpha shape" technique is introduced to identify the free-surfaces and the interacting surfaces between water and landslide. Details on the numerical procedure can be found in [2,3,4,5].…”
Section: Discretization and Numerical Techniquementioning
confidence: 99%
See 1 more Smart Citation
“…The PFEM was orginally developed to solve problems involving free surfaces fluid flows [9,13,4] and fluid-structure interaction [10,6]. The method is here revisited and applied to the simulation of compressible problems.…”
Section: Numerical Tecniquementioning
confidence: 99%