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Comparative investigation of shear-band evolution using discrete and continuum-based particle methods
Yu Chen Su
, Tommy Sewell, Zhen Chen
土木工程學系
研究成果
:
雜誌貢獻
›
期刊論文
›
同行評審
5
引文 斯高帕斯(Scopus)
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Keyphrases
Finite Element Method
100%
Particle Method
100%
Material Point Method
100%
Shear Band Evolution
100%
Computational Methods
50%
All-atom Molecular Dynamics Simulation
50%
Molecular Dynamics
50%
Benchmark Instances
50%
Governing Equation
50%
Effective Material
50%
Discretization Method
50%
Geomechanics
50%
Load Scenarios
50%
Failure Evolution
50%
Weak Form
50%
Effective Particles
50%
Spatial Discretization
50%
Model-based Simulation
50%
Coarse-grained Molecular Dynamics
50%
Failure Simulation
50%
Extreme Loading
50%
Discrete Particle Model
50%
Discrete-to-continuum
50%
Penetration Explosion
50%
Underground Explosion
50%
Engineering
Shear Band
100%
Material Point Method
100%
Finite Element Analysis
100%
Similarities
50%
Multiscale
50%
Continuous Method
50%
Geomechanics
50%
Spatial Discretization
50%
Underground Explosions
50%
Extreme Loading
50%
Material Science
Finite Element Method
100%
Shear Band
100%
Particle Method
100%
Material Point Method
100%
Geomechanics
50%