Results 81 to 90 of about 621 (129)
ADVANCES IN THE PARTICLE FINITE ELEMENT METHOD (PFEM) IN COMPUTATIONAL MECHANICS
Onate, Eugenio +4 more
openaire +1 more source
An SPH Approach for Non-Spherical Particles Immersed in Newtonian Fluids. [PDF]
Kijanski N, Krach D, Steeb H.
europepmc +1 more source
Fluid-soil-structure interaction analysis with the particle finite element method
We present some developments and applications of the Particle Finite Element Method (PFEM) for analysis of complex coupled problems in mechanics involving fluid-soil-structure ...
Celigueta, Miguel Angel +4 more
core
The Particle Finite Element Method-Second Generation: an overview
The main idea of the Particle Finite Element Method in both versions: with moving mesh or with fixed mesh, are to have a set of particles that move in a Lagrangian frame convecting all the physical and mathematical variables (for instance, the density ...
Idelsohn, Sergio
core
A Particle-Based Cohesive Crack Model for Brittle Fracture Problems. [PDF]
Chen H +5 more
europepmc +1 more source
The analysis of landslides in reservoirs is particularly interesting because the oscillation of the water surface elevation (especially rapid drawdowns) can foster their occurrence. The existence of the reservoir for a long enough time makes the material of the slopes turn saturated, thus its pore pressure raises and, as a consequence, its effective ...
Irazábal, J. +2 more
openaire
Analysis of fluid soil-structure interaction problems with the particle finite element method (PFEM)
We present some developments in the Particle Finite Element Method (PFEM) for analysis of coupled problems in mechanics involving fluid-soil-structure interaction (FSSI).
Salazar González, Fernando +7 more
core
SIMSAND Implementation on the Geotechnical Particle Finite Element Method G-PFEM
This paper presents a large-strain implementation of the SIMSAND on the Geotechnical Particle Finite Element Method (G-PFEM). SIMSAND is a simple, critical-state-based constitutive model, which captures the density and pressure dependent behaviour of sands.
Leon-Vanegas, David +2 more
openaire +1 more source
This paper highlights a computational framework for the numerical analysis of saturated soil-structure interaction problems. The variational equations of linear momentum and mass balance are obtained for the large deformation case. These equations are solved using the Particle Finite Element Method.
Monforte Vila, Lluís +3 more
openaire +2 more sources
Generation of segmental chips in metal cutting modeled with the PFEM. [PDF]
Rodriguez Prieto JM +4 more
europepmc +1 more source

