Results 21 to 30 of about 13,762,330 (288)

Cosserat-particle finite element method for large deformation analysis of rock and soil

open access: yesYantu gongcheng xuebao, 2023
The particle finite element method (PFEM) inherits the solid mathematical foundation of the finite element method and possesses the capability of modeling the problems with large deformation and complex boundary, so it has been widely used in the fields ...
TANG Hongxiang 1, CUI Jiaming 2, ZHANG Xue 3, ZHANG Lei 1, LIU Letian 4
doaj   +1 more source

Solution of Large Stochastic Finite Element Problems – Application to ECT-NDT [PDF]

open access: yes, 2013
Version éditeur disponible à cette adresse : http://ieeexplore.ieee.org/xpl/articleDetails.jsp?arnumber=6514633This paper describes an efficient bloc iterative solver for the Spectral Stochastic Finite Element Method (SSFEM). The SSFEM was widely used to
MOREAU, Olivier   +3 more
core   +1 more source

An Image-Based Double-Smoothing Cohesive Finite Element Framework for Particle-Reinforced Materials

open access: yesMathematics, 2020
In order to simulate the fracture process of particle-reinforced materials on the micro-scale, an image-based double-smoothing cohesive finite element framework is proposed in the present paper.
Xiaoming Bai   +6 more
doaj   +1 more source

A dynamic large-deformation particle finite element method for geotechnical applications based on Abaqus

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2023
In this paper, the application of Abaqus-based particle finite element method (PFEM) is extended from static to dynamic large deformation. The PFEM is based on periodic mesh regeneration with Delaunay triangulation to avoid mesh distortion.
Weihai Yuan   +6 more
doaj   +1 more source

Optimization of sheet components locating scheme based on improved particle swarm optimization

open access: yesJournal of Hebei University of Science and Technology, 2015
The current sheet components locating scheme optimization needs a great deal of finite element analysis, which limits the fixture design efficiency.
Heng ZHANG, Yanfeng XING
doaj   +1 more source

A Lagrangian–Eulerian procedure for the coupled solution of the Navier–Stokes and shallow water equations for landslide-generated waves

open access: yesAdvanced Modeling and Simulation in Engineering Sciences, 2022
This work presents a partitioned method for landslide-generated wave events. The proposed strategy combines a Lagrangian Navier Stokes multi-fluid solver with an Eulerian method based on the Boussinesq shallow water equations.
Miguel Masó   +4 more
doaj   +1 more source

A multi-scale coupling finite element method based on the microscopic of soil particle motions

open access: yesRock and Soil Mechanics, 2021
Soil is a multi-phase and multi-scale geomaterial that exhibits dramatically inhomogeneous and discontinuous physical nature. Conventional finite element method, which is conceptualized at a single macroscale and ignores the control mechanism of soil at ...
LIU Jia, FENG De-luan
doaj   +1 more source

Discrete element method to simulate continuous material by using the cohesive beam model [PDF]

open access: yes, 2012
The mechanical behavior of materials is usually simulated by the continuous mechanics approach. However, simulation of non-continuous phenomena like multi fracturing is not well adapted to a continuous description.
Jean-luc Charles   +8 more
core   +1 more source

Three-dimensional metal particle flow simulation during the whole rolling process for 60 kg/m heavy rail

open access: yesAdvances in Mechanical Engineering, 2017
Three-dimensional metal particle flow simulation during the whole rolling process for 60 kg/m heavy rail was accomplished by explicit dynamic finite element method and modified updating geometric method.
Cheng-gang Pan   +4 more
doaj   +1 more source

Swarm Intelligent Optimization Conjunction with Kriging Model for Bridge Structure Finite Element Model Updating

open access: yesBuildings, 2022
For the simple bridge structure, the finite element model established by drawing and elastic mechanics method is accurate. However, when faced with large and complex long-span bridge structures, there are inevitable differences between the finite element
Jie Wu   +6 more
doaj   +1 more source

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