CONCRETE BEAMS STRENGTHENED WITH EXTERNALLY BONDED FRP PLATES
By By Hamid Rahimi, A. Hutchinson. 2001
414 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/27d6414a36e1f73a2f98f10ea69f3d4fe6742f5e
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Interface bond between FRP sheets and concrete substrates: properties, numerical modeling and roles in member behaviour (2005, methodology): “FEM analytical method with a smeared crack model has been used by many researchers [57-60] mainly for analyzing the performance of FRP externally strengthened RC beams.”
- Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet (2018, positive): “Externally bonded FRP has been intensively used in the flexural strengthening of RC 54 beams [10-16].”
- Application of polymer composites in civil construction : A general review (2008, background): “In addition to the fiber type, flexural performance of strengthened RC beams is affected by several factors such as modulus of elasticity of FRPC and its center of gravity location relative to the neutral axis [53], width of laminate [38], length of laminate [53], amount of main and shear reinforcem”
- Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates (2007, background): “Recent studies [16–19] use nonlinear models and focus on the debonding failure mechanisms at the concrete/adhesive interface.”