Debonding analysis of FRP-concrete interface between two balanced adjacent flexural cracks in plated beams

DOI10.1016/J.IJSOLSTR.2009.02.007zbMath1167.74573OpenAlexW2019199334MaRDI QIDQ837795

Pizhong Qiao, Fangliang Chen

Publication date: 21 August 2009

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2009.02.007

zbMATH Keywords

strengtheningcohesive lawfiber reinforced polymer (FRP)flexural crackinterface bondinterface progressive failureintermediate crack (IC) induced debonding

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Fracture and damage (74R99)

Related Items (2)

Debonding Analysis of Adhesively Bonded Pipe Joints Subjected to Combined Thermal and Mechanical Loadings ⋮ Analysis of Full-Ranged Failure Process of Bonded Pipe Joints Under Tension

Cites Work

• Analytical methods in rotor dynamics
• Interface crack between two shear deformable elastic layers
• Nonlinear fracture mechanics of flexural-shear crack induced debonding of FRP strengthened concrete beams
• Analysis of beam-type fracture specimens with crack-tip deformation
• Cohesive zone model of FRP-concrete interface debonding under mixed-mode loading
• Interfacial stress analysis of a thin plate bonded to a rigid substrate and subjected to inclined loading
• Improved theoretical solution for interfacial stresses in concrete beams strengthened with FRP plate
• FRP-to-concrete interfaces between two adjacent cracks: theoretical model for debonding failure
• Cohesive zone model of intermediate crack-induced debonding of FRP-plated concrete beam
• Debonding of frp-plated reinforced concrete beam, a bond-slip analysis. I: Theoretical formulation
• Mechanics and fracture of crack tip deformable bi-material interface

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