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Mesomechanical model for concrete. Part I: Model development
W. C. Zhu
,
Jinguang Teng
, C. A. Tang
The Hong Kong Polytechnic University
Department of Civil and Environmental Engineering
Research output
:
Journal article publication
›
Journal article
›
Academic research
›
peer-review
57
Citations (Scopus)
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Keyphrases
Fracture Process
100%
Model-driven Development
100%
I-models
100%
Meso-mechanical Model
100%
Numerical Simulation
66%
Damage Mechanics
66%
Process Analysis
66%
Concrete Crack
66%
Simulation Program
33%
Numerical Model
33%
Concrete Specimen
33%
Finite Element Method
33%
Cement Matrix
33%
Matrix Phase
33%
Realistic Simulation
33%
Number of Elements
33%
Loading Conditions
33%
Mechanics-based
33%
Constitutive Parameters
33%
Constitutive Law
33%
Meso-level
33%
Stress Analysis
33%
Tensile Strain
33%
Damage Threshold
33%
Strain-based Criterion
33%
Mohr-Coulomb Criterion
33%
Three-phase Composite
33%
Elastic Damage
33%
Interface Phase
33%
Weibull Parameters
33%
Crack Propagation Mechanism
33%
Smeared Crack
33%
Concrete Behavior
33%
Aggregate Interface
33%
Multiple Cracks
33%
Engineering
Damage Mechanics
100%
Loading Condition
50%
Simulation Program
50%
Concrete Specimen
50%
Cement Matrix
50%
Matrix Phase
50%
Analogous Method
50%
Multiple Crack
50%
Mohr-Coulomb Criterion
50%
Aggregate Interface
50%
Crack Propagation
50%
Numerical Model
50%
Tensile Strain
50%
Distribution Parameter
50%
Finite Element Analysis
50%
Yield Point
50%