Results 31 to 40 of about 621 (129)
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 47, Issue 2, Page 145-186, 10 February 2023., 2023 Abstract A two‐phase velocity‐pressure stabilized formulation is proposed for the numerical analysis of mechanized excavations in partially saturated soft soils using the Particle Finite Element Method (PFEM). The fully coupled formulation is based on the theory of porous media in association with the Soil Water Characteristic Curve and the porosity ...
Abdiel Ramon Leon Bal, Günther Meschke
wiley +1 more source
Deep Underground Science and Engineering, Volume 1, Issue 1, Page 87-100, September 2022., 2022 The blasting wave propagation simulated by the parallel computing of four‐dimensional lattice spring model (4D‐LSM). The attenuation of stress wave, the reflection on fixed boundary and the subsequent stress wave after the duration of blasting loading are reproduced.
Meng Fu, Gaofeng Zhao
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Computer Assisted Methods in Engineering and Science, 2017 A computational procedure for analysis of the melting, burning and flame spread of polymers under fire conditions is presented. The method, termed particle finite element method (PFEM), combines concepts from particle-based techniques with those of the ...
Eugenio Oñate +4 more
doaj +1 more source
3D Numerical Simulation of Landslides for the Full High Waste Dump Using SPH Method
Advances in Civil Engineering, Volume 2021, Issue 1, 2021., 2021 Waste dump that is generally composed of a large number of loose geotechnical materials is prone to landslides under external loads. In this work, the smoothed particle hydrodynamics (SPH) method combined with the Mohr–Coulomb model is used to study the dynamic characteristics of the landslides that occurred in the waste dump during the failure process.
Chunhui Cao +3 more
wiley +1 more source
, 2006 Several comparisons between experiments and computational models are presented in the following pages. The objective is to verify the ability of Particle Finite Elements Methods (PFEM) [1] [2] to reproduce hydraulic phenomena involving large deformation of the fluid domain [4].
Larese De Tetto, Antonia +3 more
openaire +2 more sources
Using the particle finite element method for predicting edge-cracking in complex phase high-strength steel sheets [PDF]
MATEC Web of ConferencesAdvanced High-strength steel (AHSS) sheets enable lightweight designs by reducing material thickness while retaining necessary structural properties. However, their high strength often complicates forming operations and increases vulnerability to defects
Sandin Olle +4 more
doaj +1 more source
An Improved Particle Finite Element Method for the Simulation of Machining Processes [PDF]
, 2021 Machining is one of the most common and versatile manufacturing processes in industry, e.g. automotive industry and aerospace industry. But classical numerical methods such as the Finite Element Method (FEM) have difficulties to simulate it, because the ...
Prieto, Juan Manuel Rodríguez +2 more
core +1 more source
Modeling of ground excavation with the particle finite element method [PDF]
, 2010 The present work introduces a new application of the Particle Finite Element Method (PFEM) for the modeling of excavation problems. PFEM is presented as a very suitable tool for the treatment of excavation problem.
Oñate Ibáñez de Navarra, Eugenio +2 more
core +1 more source
Mathematical Problems in Engineering, Volume 2020, Issue 1, 2020., 2020 In this paper, we develop a new computational framework to investigate the sloshing free surface flow of Newtonian and non‐Newtonian fluids in the rectangular tanks. We simulate the flow via a two‐phase model and employ the fixed unstructured mesh in the computation to avoid the mesh distortion and reconstruction.
Puyang Gao, Efstratios Tzirtzilakis
wiley +1 more source
Simulation of Wave Overtopping of Maritime Structures in a Numerical Wave Flume
Journal of Applied Mathematics, 2012 A numerical wave flume based on the particle finite element method (PFEM) is applied to simulate wave overtopping for impermeable maritime structures.
Tiago C. A. Oliveira +2 more
doaj +1 more source