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MATERIAL BEHAVIOR UNDER VARIOUS TYPES OF LOADING.
Zdenek P. Bazant
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Corresponding author for this work
Civil and Environmental Engineering
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peer-review
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Scopus citations
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Keyphrases
Material Behavior
100%
High Strength Concrete
100%
Ductility
66%
Normal Strength Concrete
66%
Stiffness
33%
Temperature Effect
33%
Fracture Mechanics
33%
Heterogeneous Materials
33%
Confinement Effect
33%
Pressure Effect
33%
Creep Properties
33%
Crack Band
33%
Continuum Mechanics
33%
Failure Strain
33%
Localization Instability
33%
Triaxiality
33%
Moisture Transfer
33%
Tensile Crack
33%
Strain Localization
33%
Creep Effect
33%
Drying Creep
33%
Dilatancy
33%
Universal Behavior
33%
Inhomogeneous Strain
33%
Transverse Reinforcement
33%
Continuum Micromechanics
33%
Compaction Effect
33%
Material Localization
33%
Drying Temperature
33%
Material Science
Heterogeneous Material
100%
Creep Property
100%
Creep
100%
Continuum Mechanics
100%
Fracture Mechanics
100%
Micromechanics
100%
Engineering
Material Behavior
100%
Strength Concrete
100%
Failure Strain
33%
Tensiles
33%
Strain Localization
33%
Drying Shrinkage
33%
Continuum Mechanics
33%
Creep
33%
Micromechanics
33%
Creep Behavior
33%
Moisture Transfer
33%
Dilatancy
33%
Fracture Mechanics
33%