Results 21 to 30 of about 7,491 (148)

Discrete and Phase Field Methods for Linear Elastic Fracture Mechanics: A Comparative Study and State-of-the-Art Review

open access: yesApplied Sciences, 2019
Three alternative approaches, namely the extended/generalized finite element method (XFEM/GFEM), the scaled boundary finite element method (SBFEM) and phase field methods, are surveyed and compared in the context of linear elastic fracture mechanics ...
Adrian Egger   +6 more
doaj   +1 more source

Scaled Boundary Finite Element Method for Thermoelasticity in Voided Materials [PDF]

open access: yes, 2015
The scaled boundary finite element method (SBFEM) is presented to study thermoelastic problems in materials with voids. The SBFEM combines the main advantages of the finite element method (FEM) and the boundary element method (BEM).
Jan Sladek   +2 more
core   +2 more sources

Stochastic Fracture Analysis Using Scaled Boundary Finite Element Methods Accelerated by Proper Orthogonal Decomposition and Radial Basis Functions

open access: yesGeofluids, 2021
This paper presents a stochastic analysis method for linear elastic fracture mechanics using the Monte Carlo simulations (MCs) and the scaled boundary finite element method (SBFEM) based on proper orthogonal decomposition (POD) and radial basis functions
Xiaowei Shen   +4 more
doaj   +1 more source

A combined virtual element method and the scaled boundary finite element method for linear elastic fracture mechanics [PDF]

open access: yes, 2020
In this paper, we propose a framework that combines the recently introduced virtual element method (VEM) and the scaled boundary finite element method (SBFEM) to evaluate the fracture parameters.
Natarajan, Sundararajan   +3 more
core   +1 more source

The simulation of Lamb waves in a cracked plate using the scaled boundary finite element method [PDF]

open access: yes, 2012
The scaled boundary finite element method is applied to the simulation of Lamb waves for ultrasonic testing applications. With this method, the general elastodynamic problem is solved, while only the boundary of the domain under consideration has to be ...
Albert A. Saputra   +7 more
core   +1 more source

MODELLING OF SOIL BEHAVIOR IN DYNAMIC LOAD

open access: yesInternational Journal for Computational Civil and Structural Engineering, 2017
The paper focuses on simulation of dynamic “structure – soil” interaction and unbounded soil halfspace. Principles for new finite elements developed in LIRA-SAPR software are described.
Alexander S. Gorodetsky   +2 more
doaj   +1 more source

Flexural wave band gaps of steel bridge decks periodically stiffened with U-ribs: Mechanism and influencing factors

open access: yesJournal of Low Frequency Noise, Vibration and Active Control, 2022
To effectively and efficiently control vibrations in steel bridge decks, the flexural wave band gap and vibration attenuation mechanism are studied. The band structures and displacement fields of the eigenmodes at the band gap edges of infinite periodic ...
Xun Zhang   +4 more
doaj   +1 more source

Comparative Study of Dispersion Curves for LAMB Waves Using Analytical Solutions and Semi-Analytical Methods

open access: yesApplied Sciences, 2023
Lamb wave dispersion curves are useful for optimizing the inspection scanning distance that can be covered with good sensitivity in many current applications.
Carlos A. Galán-Pinilla   +4 more
doaj   +1 more source

Extension of the natural element method to surface tension and wettability for the simulation of polymer flows at the micro and nano scales [PDF]

open access: yes, 2013
The natural element method is used to simulate two-dimensional viscous flows where interfacial effects must be taken into account, for application to polymer melts at the micro and nano scales.
GILORMINI, Pierre, TEYSSEDRE, Hubert
core   +1 more source

Implementation of arbitrary polyhedral elements for automatic dynamic analyses of three-dimensional structures

open access: yesScientific Reports, 2022
The transition from the geometry to the mesh can be rather difficult, manual and time-consuming, especially for the large scale complex structures.
Lei Zhou, Jianbo Li, Gao Lin
doaj   +1 more source

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