Impact of thermal loads on interfacial debonding in FRP strengthened beams
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Publication:619948
DOI10.1016/J.IJSOLSTR.2010.08.003zbMath1203.74133OpenAlexW2032927108MaRDI QIDQ619948
Publication date: 19 January 2011
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.2010.08.003
temperaturebeamsstructural analysisdebondingthermal loadenergy release ratestrengtheningadhesive bonding
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30) Thermal effects in solid mechanics (74F05) Fracture and damage (74R99)
Related Items (2)
Dynamic edge debonding in FRP strengthened beams ⋮ Semi-analytical solution for interfacial debonding of high-speed railway ballastless track under thermal loading using a quasi-dynamic method
Cites Work
- High order behavior of sandwich plates with free edges -- edge effects
- Strain energy release rate for interfacial cracks in hybrid beams
- 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
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