Results 71 to 80 of about 4,749 (165)
ABSTRACT Limit analysis and yield design provide a well‐defined mathematical framework for upscaling the strength properties of heterogeneous materials. These techniques can be incorporated into an FFT‐based computational micromechanics framework to evaluate the strength of heterogeneous materials, based on images of their microstructure.
Elodie Donval, Matti Schneider
wiley +1 more source
Experimental Study and Numerical Simulation of Cutting and Tearing of Silicone Rubber using Extended Finite Element Method [PDF]
Failure of soft materials is a fundamental challenge due to the strongly nonlinear and dissipative deformation involved. An experimental and extended finite element study of dynamic crack in silicone rubber are investigated.
Marwa Gzaiel +2 more
doaj +1 more source
Study on fracture parameter calibration and failure characteristics of rock with hole and crack
The SIF and plastic zone equations for a single hole and crack have been derived. The model's failure state leads to the identification of four types of cracks. The plastic zone increases with increased brittleness and decreased crack length. Abstract Cracks within the surrounding rock of roadways significantly affect their stability and failure ...
Shaochi Peng, Wensong Wang
wiley +1 more source
Numerical Fatigue Analysis for Crack Propagation on Ti6Al4V Panel Using XFEM Method
ABSTRACT The aim of this work is the validation of a numerical model based on the XFEM method for the prediction of crack propagation in mechanical components subjected to cyclic loads. Through careful bibliographic research, it was decided to take as a case study the analysis of the propagation of a crack passing through a panel in an additive ...
Ciro Coscione +2 more
wiley +1 more source
On Some Problems in Determining Tensile Parameters of Concrete Model from Size Effect Tests
The paper presents results of numerical simulations of size effect phenomenon in concrete specimens. The behaviour of in-plane geometrically similar notched and unnotched beams under three-point bending is investigated.
Marzec Ireneusz, Bobiński Jerzy
doaj +1 more source
XFEM with global enrichment for 3D cracks [PDF]
We present an extended finite element method (XFEM) based on fixed area enrichment which 1) suppresses the difficulties associated with ill-conditioning, even for "large" enrichment radii; 2) requires 50 times fewer enriched degrees of freedom (for a ...
Agathos, Kostas +3 more
core +1 more source
XFEM composite failure criterion and ABAQUS implementation considering soil crack characteristics
There are a large number of tension-shear composite cracks in various geotechnical structures. However, due to the complex characteristics of soil materials, it is difficult for traditional numerical methods to accurately simulate the composite failure ...
YU Peng 1, CHENG Shijie 1, YU Jialin 2, YU Yuzhen 3, ZHANG Dongming 4, WU Libo 1, DENG Shaohui 4
doaj +1 more source
An improved approach for modeling discrete cracks in two-dimensional anisotropic functional graded materials FGMs by XFEM is described. A general node meshing type-T3 with sub-triangle technique for enhancing the Gauss quadrature accuracy near the crack ...
Hassanein Ibraheem Khalaf +1 more
doaj
A new impact test for the identification of a dynamic crack propagation criterion using a gas-gun device [PDF]
The modelling of damage and fracture behaviour under high rates of loadings for metallic structures presents the more and more interests for engineering design, especially for crash phenomena.In order to perform a numerical simulation of such phenomena a
I. Nistor +5 more
core +1 more source
The dissimilar steel welded joint is divided into three pieces, parent material−weldmetal−parent material, by the integrity identification of BS7910-2013.
Yuwen Qian, Jianping Zhao
doaj +1 more source

