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Probabilistic nonlocal theory for quasibrittle fracture initiation and size effect. II: Application
Zdeněk P. Bažant
*
, Drahomír Novák
*
Corresponding author for this work
Civil and Environmental Engineering
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peer-review
50
Scopus citations
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Keyphrases
Size Effect
100%
Nonlocal Theory
100%
Quasi-brittle Fracture
100%
Fracture Initiation
100%
Fracture Size
100%
Weibull
66%
Modulus of Rupture
66%
Probabilistic Theory
66%
Structure Size
33%
Latin Hypercube Sampling
33%
Probability Distribution
33%
Test Beam
33%
Small Structure
33%
Prediction Approach
33%
Large Crack
33%
Beamwidth
33%
Large-scale Beam
33%
Plain Concrete Beam
33%
Statistical Size Effect
33%
Deterministic Theories
33%
Engineering
Size Effect
100%
Fracture Initiation
100%
Test Data
50%
Modulus of Rupture
50%
Plain Concrete
25%
Good Agreement
25%
Structure Size
25%
Numerical Study
25%
Latin-Hypercube Sampling
25%
Concrete Beam
25%
Test Beam
25%