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Creep, shrinkage, and cracking of restrained concrete at early age
Salah A. Altoubat,
David A. Lange
Civil and Environmental Engineering
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Keyphrases
Creep
100%
Tensile Creep
100%
Shrinkage Stress
100%
Concrete at Early Age
100%
Restrained Shrinkage
66%
Stress Relaxation
33%
Failure Strain
33%
First Day
33%
Creep Strain
33%
Stress Effect
33%
Polypropylene
33%
Creep Mechanism
33%
Tensile Strength
33%
Curing Conditions
33%
Static Tensile
33%
Steel Fiber
33%
Fiber Reinforcement
33%
Drying Conditions
33%
High Performance Concrete
33%
Normal Strength Concrete
33%
Shrinkage Cracking
33%
Concrete Performance
33%
Concrete Specimen
33%
Water-cement Ratio
33%
Restraint Condition
33%
Shrinkage Creep
33%
Shrinkage Behavior
33%
Early Age Shrinkage
33%
Concrete Shrinkage
33%
Reinforcement Steel
33%
Strain Capacity
33%
Wet Curing
33%
Concrete Creep
33%
Engineering
Creep
100%
Shrinkage Stress
100%
Tensiles
75%
Restrained Shrinkage
50%
Fibre Reinforcement
25%
Stress Relaxation
25%
Failure Strain
25%
Ultimate Tensile Strength
25%
Creep Strain
25%
Curing Condition
25%
Steel Rebar
25%
Time History
25%
High-Performance Concrete
25%
Concrete Specimen
25%
Steel Fiber
25%
Water/Cement Ratio
25%
Strain Capacity
25%
Material Science
Creep
100%
Stress Relaxation
20%
Fiber Reinforced Material
20%
Ultimate Tensile Strength
20%
Steel Fiber
20%
Polypropylene
20%
Steel Rebar
20%
High Performance Concrete
20%