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R-curve modeling of rate and size effects in quasibrittle fracture
Zdeněk P. Bažant
*
, Milan Jirásek
*
Corresponding author for this work
Civil and Environmental Engineering
Research output
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Article
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peer-review
71
Scopus citations
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Keyphrases
Brittleness
20%
Concrete Specimen
20%
Crack Propagation Rate
40%
Creep
40%
Critical Energy Release Rate
20%
Curve Modeling
100%
Effect Plots
20%
Elastic Constants
20%
Equilibrium Curve
20%
Equivalent Linear
20%
Fracture Model
20%
Geometrically Similar
20%
Good Fit
20%
Linear Elastic Fracture
20%
Linear Elastic Fracture Mechanics
40%
Linear Viscoelasticity
20%
Load Value
20%
Load-displacement Response
20%
Loading Rate
60%
Maximum Load
20%
Positive Slope
20%
Power Function
40%
Process Zone
20%
Quasi-brittle Fracture
100%
Quasi-brittle Materials
20%
R-curve
100%
Rate Effect
100%
Rate of Increase
20%
Relaxation Test
20%
Response Shift
20%
Second Peak
20%
Size Effect
100%
Stress Intensity Factor
20%
Stress Relaxation
20%
Sudden Change
20%
Time to Peak
20%
Value-based
20%
Engineering
Brittleness
20%
Concrete Specimen
20%
Crack Propagation
40%
Creep
40%
Critical Energy Release Rate
20%
Curve Modeling
100%
Displacement Response
20%
Elastic Constant
20%
Equilibrium Curve
20%
Experimental Observation
20%
Linear Elastic Fracture
20%
Linear Elastic Fracture Mechanic
40%
Loading Rate
60%
Process Zone
20%
Propagation Velocity
20%
R-Curves
100%
Rate Increase
20%
Size Effect
100%
Stress Relaxation
20%
Stress-Intensity Factor
20%
Sudden Change
20%
Test Data
20%