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Statistical analyses and parametric study for reinforced concrete beams strengthened in flexure with FRPs
H. Abdel Baky
, U. A. Ebead
, K. W. Neale
Department of Civil and Environmental Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
4
Citations (Scopus)
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Keyphrases
Statistical Parametric
100%
Flexure
100%
Debonding Strain
80%
Strain Level
60%
FRP Laminates
60%
Debonding Load
60%
Design Equation
60%
Axial Stiffness
20%
Beam Depth
20%
Data Required
20%
Maximum Deflection
20%
Simulation-regression
20%
Ductility Index
20%
Beam-beam
20%
Australian Standards
20%
Robust Design
20%
FRP Composites
20%
Strength Steel
20%
Specification Standards
20%
Proposed Design Equation
20%
Proposed Equation
20%
Response Surface Analysis
20%
Engineering
Debonding Strain
100%
Design Equation
100%
Flexure
100%
Strain Level
75%
Axial Stiffness
25%
Robust Design
25%
Strength Steel
25%
Ductility Index
25%