The influence of load misalignment on FRP-concrete bond behaviour, a numerical study
| Autor: | Neto, P., Jorge Alfaiate |
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| Předmět: |
Finite element method
Plasticity Plasticity -- Mathematical models Plasticitat Elements finits Mètode dels Plasticitat -- Models matemàtics Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits [Àrees temàtiques de la UPC] Bond Behaviour Fibre Reinforced Polymers (FRP) Concrete Fracture Energy in Modes I and II |
| Zdroj: | CIÊNCIAVITAE Scopus-Elsevier UPCommons. Portal del coneixement obert de la UPC Universitat Politècnica de Catalunya (UPC) |
| Popis: | Various authors have used pure shear test models in order to describe the bond between FRP and concrete. However, considerable dispersion of the parameters which characterize the bond behaviour has been found. In pure shear models it is assumed that the load applied to the FRP is parallel to the axis of the concrete specimen and acts on the plane of symmetry. In this work, a numerical model is presented to analyse the influence of load misalignment on FRP-concrete bond behaviour. |
| Databáze: | OpenAIRE |
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