Effects of CFRP composites on strength and ductility of slender concrete columns

Engineering

• Axial Force 33%
• Compressive Strength 33%
• Concrete Structure 66%
• Cross Section 33%
• Fiber Orientation 33%
• Major Problem 33%
• Mm Diameter 33%
• Plain Specimen 33%
• Retro-Fitting 33%
• Slenderness 100%
• Strain Model 33%

Keyphrases

• Civil Structures 33%
• Low Stiffness 33%
• Retrofitting of Concrete Structures 33%