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Effect of shear-span/depth ratio on debonding failures of FRP-strengthened RC beams

Mohammed A. Al-Saawani, Ahmed K. El-Sayed, Abdulaziz I. Al‐Negheimish

2020Journal of Building Engineering40 citationsDOI

Topics & Concepts

Fibre-reinforced plasticMaterials scienceFailure mode and effects analysisStructural engineeringShear (geology)Composite materialSpan (engineering)Reinforced concreteConcrete coverUltimate failureBendingUltimate tensile strengthEngineeringStructural Behavior of Reinforced ConcreteConcrete Corrosion and DurabilityStructural Response to Dynamic Loads
Effect of shear-span/depth ratio on debonding failures of FRP-strengthened RC beams | Litcius