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Two parameter fracture model for concrete
Yeoushang Jenq,
Surendra P. Shah
Civil and Environmental Engineering
Research output
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Contribution to journal
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Article
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peer-review
887
Scopus citations
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Keyphrases
Peak Load
100%
Size Effect
100%
Linear Elastic Fracture Mechanics
100%
Slow Crack Growth
100%
Effective Crack
100%
Two-parameter Fracture Model
100%
Crack Extension
50%
Fracture Toughness
50%
Maximum Load
50%
Fracture Criterion
50%
Notch Width
50%
Arbitrary Geometry
50%
Size-independent
50%
Notched Specimen
50%
Notched Beam
50%
Beam Specimen
50%
Tension Test
50%
Critical Stress Intensity Factor
50%
Accurate Simulation
50%
Critical Crack Tip Opening Displacement
50%
Beam Test
50%
Initial Notch
50%
Mode I Failure
50%
Engineering
Linear Elastic Fracture Mechanic
100%
Peak Load
100%
Slow Crack Growth
100%
Fracture Parameter
100%
Size Effect
100%
Beam Specimen
50%
Crack Extension
50%
Critical Crack
50%
Fracture Criterion
50%
Notched Specimen
50%
Accurate Simulation
50%
Critical Stress Intensity Factor
50%
Test Beam
50%
Crack Tip Opening Displacement
50%
Fracture Strength
50%