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A comparative study of models for shear strength of reinforced concrete deep beams
J. Liu, B. Mihaylov
University of Liege
Research output
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Conference article
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peer-review
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Earth and Planetary Sciences
Reinforced Concrete
100%
Shear Strength
100%
Model
100%
Comparative Study
100%
Approach
50%
Ratio
50%
Size Effect
33%
Investigation
33%
Proving
16%
Failure
16%
Evaluation
16%
Comparison
16%
Trend
16%
Depth
16%
Sliding
16%
Well Test
16%
Behavior
16%
Literature
16%
Foci
16%
Mathematical Model
16%
Kinematics
16%
Assumption
16%
Effectiveness
16%
Engineering
Comparative Study
100%
Reinforced Concrete
100%
Shear Strength
100%
Mechanical Model
100%
Size Effect
50%
Shear Failure
25%
Test Series
25%
Shear Behavior
25%
Depth Ratio
25%
Analytical Study
25%
Monotonic
25%
Shear Span
25%
Reinforced Concrete Beam
25%
Experimental Variable
25%
Physics
Shear Strength
100%
Shears
83%
Ratios
50%
Evaluation
16%
Foci
16%
Failure
16%
Concrete
16%
Kinematics
16%
Material Science
Shear Strength
100%
Reinforced Concrete
100%