Nonlinear fracture mechanics of flexural-shear crack induced debonding of FRP strengthened concrete beams

DOI10.1016/J.IJSOLSTR.2008.01.004zbMath1169.74583OpenAlexW2015046509MaRDI QIDQ837277

Chao Zhang, Jialai Wang

Publication date: 10 September 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.2008.01.004

zbMATH Keywords

concretedebondingcohesive zone modelstrengtheningmixed-modefiber reinforced polymerflexural-shear crackintermediate crack induced debonding

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Fracture and damage (74R99) Explicit solutions of equilibrium problems in solid mechanics (74G05)

Related Items (1)

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

Cites Work

• Analytical methods in rotor dynamics
• Interface crack between two shear deformable elastic layers
• Analysis of beam-type fracture specimens with crack-tip deformation
• Cohesive zone model of FRP-concrete interface debonding under mixed-mode loading
• 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
• Mixed Mode Cracking in Layered Materials

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