PFC3D simulation of the effect of particle size on the single edge-notched rectangle bar in bending test
활용도 Analysis
논문 Analysis
연구자 Analysis
저자
Hadi Haeri
Vahab Sarfarazi
Zheming Zhu
제어번호
105943490
학술지명
Structural Engineering and Mechanics, An Int＇l Journal
권호사항
Vol.
68
No.
4
[
2018
]
발행처
국제구조공학회
자료유형
학술저널
수록면
497-505
언어
English
출판년도
2018
등재정보
SCIE;SCOPUS
판매처
'
PFC3D simulation of the effect of particle size on the single edge-notched rectangle bar in bending test' 의 참고문헌
Users’ Manual for Particle Flow Code in 2 Dimensions (PFC2D), Version 3.1
Three-dimensional nonlinear strength criterion for rock-like materials based on the micromechanical method
The mutual effects between two unequal collinear cracks under compression
The mechanism of fracture coalescence in compression-experimental study and numerical simulation
The investigation crack problem through numerical analysis
The initiation of secondary cracks in compression
The influence of fissures in a stiff clay subjected to direct shear
The effect of non-persistent joints on sliding direction of rock slopes
The brittle and ductile behavior of clay samples containing a crack under mixed mode loading
The 3D numerical simulation for the propagation process of multiple pre-existing flaws in rock-like materials subjected to biaxial compressive loads
Tensil strength behaviour of recycled aggregate concrete
Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression
Studying the effect of non-spherical microparticles on Hoek-Brown strength parameter mi using numerical true triaxial compressive tests
Study of rock dynamic fracture toughness by using VB-SCSC specimens under medium-low speed impacts
Stress-strain behavior and toughness of high-performance steel fiber reinforced mortar in compression
Strain-energy-density factor applied to mixed mode crack problems
Strain Energy Release Rate for a Crack under Combined Mode I and Mode II
Stability of peridynamic correspondence material models and their particle discretizations
Simulation of damage evolution and crack propagation in three-point bending pre-cracked asphalt mixture beam
Self-monitoring application of conductive asphalt concrete under indirect tensile deformation
Reformulation of elasticity theory for discontinuities and long-range forces
Real-time computerized tomography(CT)experiments on limestone damage evolution during unloading
Propagation of a cohesive crack through adherent reinforcement layers
Propagation mechanism of neighboring cracks in rock-like cylindrical specimens under uniaxial compression
Propagation Mechanism of neighboring cracks in rock-like cylindrical specimens under uniaxial compression
Probabilistic crack growth analyses using a boundary element model: Applications in linear elastic fracture and fatigue problems
Photoelastic study of initial stages of brittle fracture in compression
On the crack propagation analysis of rock like Brazilian disc specimens containing cracks under compressive line loading
On the crack extension path in plates under plane loading and transverse shear
Numerical simulations of propagation, bifurcation and coalescence of cracks in rocks
Numerical simulation of the process of fracture of echelon rock joints
Numerical simulation of tensile failure of concrete in direct, flexural, double punch tensile and ring tests
Numerical simulation of failure process of rock-like materials subjected to impact loads
Numerical simulation of crack propagation and coalescence in pre-cracked rock-like Brazilian disks using the non-ordinary state-based peridynamics
Numerical simulation of crack growth and coalescence in rock-like materials containing multiple pre-existing flaws
Nucleation and growth of anti-wing crack from tips of strike-slip flaw
Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses
Multi-angle truss model for predicting the shear deformation of RC beams with low span-effective depth ratios
Modification of the Gcriterion for crack propagation subjected to compression
Modeling the propagation mechanism of two random micro cracks in rock samples under uniform tensile loading
Modeling the 2D behavior of dry-stone retaining walls by a fully discrete element method
Modeling of crack initiation, propagation and coalescence in uniaxial compression
Modeling of concrete cracking-a hybrid technique of using displacement discontinuity element method and direct boundary element method
Minimum flexural reinforcement for Tbeams made of higher strength concrete
Micromechanical modeling of dynamic compressive responses of mesoscopic heterogenous brittle rock
Mechanical and dynamic properties of high strength concrete modified with lightweight aggregates presaturated polymer emulsion
Initiation and propagation fracture toughness of solid wood under the mixed mode I/II condition examined by mixed-mode bending test
Fracture mechanisms of offset rock joints-a laboratory investigation
Fracture analyses of different pre-holed concrete specimens under compression
Finite element models for rock fracture mechanics
Failure mechanisms of fractured rock-a fracture coalescence model
Extended FEM modelling of crack propagation using the semicircular bending test
Experimental study on the influence of the shape of the cross-section and the rebar arrangement on the fracture of LRC beams
Experimental study of the cracking behavior of specimens containing inclusions (under uniaxial compression)
Experimental research on pre-cracked marble under compression
Experimental and numerical study of shear fracture in brittle materials with interference of initial double
Experimental and numerical simulation of the microcrack coalescence mechanism in rock-like materials
Experimental and numerical modelling investigation on fracturing in coal under impact loads
Experimental and finite simulation of Xshear fractures from a crack in marble
Evolution of the large landslide induced by Typhoon Morakot : A case study in the Butangbunasi River, Southern Taiwan using the discrete element method
Estimation of the crack width and deformation of FRP-reinforced concrete flexural members with and without transverse shear reinforcement
Elastic crack growth in finite elements with minimal remeshing
Effect of number and configuration of bridges on shear properties of sliding surface
Effect of construction joints on the splitting tensile strength of concrete
Dynamic stress intensity factors of two collinear cracks in orthotropic medium subjected to time-harmonic disturbance
Different crack sizes analyzed for surrounding rock mass around underground caverns in Jinping I hydropower station
Determination of mode-I fracture toughness and nonuniformity for GFRP double cantilever beam specimens with an adhesive layer
DEM analysis of the crack propagation in brittle clays under uniaxial compression tests
Crack propagation in elastic solid subjected to general loading. Stress wave loading
Crack propagation and coalescence in rock under uniaxial compression
Crack propagation and coalescence in brittle materials under compression
Crack coalescence tests on granite
Crack coalescence in molded gypsum and Carrara marble: Part 2. Microscopic observations and interpretation
Crack coalescence in molded gypsum and Carrara marble: Part 1. Macroscopic observations and interpretation
Crack coalescence in a rock-like material containing two cracks
Coalescence of multiple flaws in a rock-model material in uniaxial compression
Brittle fractures in compression
Brittle fracture propagation in rock under compression
Backcalculation of residual tensile strength of regular and high performance fibre reinforced concrete from flexural tests
Analysis of the localization of deformation and the complete stress-strain relation for mesoscopic heterogeneous brittle rock under dynamic uniaxial tensile loading
Analysis of punching shear in high strength RC panels– experiments, comparison with codes and FEM results
Analysis of deformation localization and the complete stress-strain relation for brittle rock subjected to dynamic compressive loads
Analysis of crack coalescence in rock-like materials containing three flaws-part II: Numerical approach
Analysis of crack coalescence in rock-like materials containing three flaws-part I: Experimental approach
An experimental study on fracture coalescence characteristics of brittle sandstone specimens combined various flaws
An experimental study of the strain field development prior to failure of a marble plate under compression
An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modeling
Advances in discrete element method applied to soil rock and concrete mechanics
A theoretical and experimental evaluation of the Griffith theory of brittle fracture
A theoretical analysis about the influence of interfacial friction in SHPB tests
A study of the failure mechanism of planar non-persistent open joints using PFC2D
A review of experimental and numerical investigations about crack propagation
A random virtual crack DEM model for creep behavior of rockfll based on the subcritical crack propagation theory
A new mini-grating absolute displacement measuring system for static and dynamic geomechanical model tests
A new approach for measurement of anisotropic tensile strength of concrete
A grain based modeling study of mineralogical factors affecting strength, elastic behavior and micro fracture development during compression tests in granites
A discrete numerical model for granular assemblies
A coupled experimental and numerical simulation of rock slope joints behavior
A bonded-particle model for rock
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PFC3D simulation of the effect of particle size on the single edge-notched rectangle bar in bending test'
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