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Mesoscale modelling of the FRP-concrete debonding mechanism in the pull-off test.
- Source :
-
Composite Structures . Apr2023, Vol. 309, pN.PAG-N.PAG. 1p. - Publication Year :
- 2023
-
Abstract
- This study comprehensively investigated the FRP-concrete debonding mechanism in the pull-off test using a mesoscale cohesive zone modelling approach. Pull-off tests were performed on the FRP-strengthened concrete elements, and corresponding 2-D mesoscale finite element models were established. The numerical stress-separation responses and strain/crack initiation and propagation in the pull-off test were examined. Subsequently, a parametric study numerically investigated the effect of adhesive and FRP properties, concrete heterogeneity, loading fixture stiffness, and sample scale on the debonding mechanism. Finally, the 2-D mesoscale model was extended to the 3-D. The main conclusions are: (1) global separation between FRP and concrete in the pull-off test is minimal; (2) the normal bond strength of the epoxy resin-concrete interface controls the failure mode; however, FRP stiffness does not affect the result; (3) the aggregate content and mortar porosity significantly influence the bond strength, and the effect of aggregate shape and gradation is slight; (4) the loading fixture stiffness should increase with an increase in sample size; (5) the pull-off bond strength aligns with the size effect theory; (6) the bond stiffness and strength of the 3-D model is significantly greater than that of the 2-D model, which is attributed to the out-of-plane concrete constraining. [ABSTRACT FROM AUTHOR]
Details
- Language :
- English
- ISSN :
- 02638223
- Volume :
- 309
- Database :
- Academic Search Index
- Journal :
- Composite Structures
- Publication Type :
- Academic Journal
- Accession number :
- 161905022
- Full Text :
- https://doi.org/10.1016/j.compstruct.2023.116726