| People | Locations | Statistics |
|---|---|---|
| Naji, M. |
| |
| Motta, Antonella |
| |
| Aletan, Dirar |
| |
| Mohamed, Tarek |
| |
| Ertürk, Emre |
| |
| Taccardi, Nicola |
| |
| Kononenko, Denys |
| |
| Petrov, R. H. | Madrid |
|
| Alshaaer, Mazen | Brussels |
|
| Bih, L. |
| |
| Casati, R. |
| |
| Muller, Hermance |
| |
| Kočí, Jan | Prague |
|
| Šuljagić, Marija |
| |
| Kalteremidou, Kalliopi-Artemi | Brussels |
|
| Azam, Siraj |
| |
| Ospanova, Alyiya |
| |
| Blanpain, Bart |
| |
| Ali, M. A. |
| |
| Popa, V. |
| |
| Rančić, M. |
| |
| Ollier, Nadège |
| |
| Azevedo, Nuno Monteiro |
| |
| Landes, Michael |
| |
| Rignanese, Gian-Marco |
|
Nelson, Levingshan Augusthus
University of Salford
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (4/4 displayed)
- 2020Analytical modelling of bond-slip failure between epoxy bonded FRP and concrete substratecitations
- 2020Validation of a finite element modelling approach on soil-foundation-structure interaction of a multi-storey wall-frame structure under dynamic loadingscitations
- 2019Shear behaviour of lightweight concrete beams strengthened with CFRP compositecitations
- 2019Sustainable high-performance concrete using metakaolin additive and polymer admixture : mechanical properties, durability and microstructure
Places of action
| Organizations | Location | People |
|---|
article
Analytical modelling of bond-slip failure between epoxy bonded FRP and concrete substrate
Abstract
In this paper, a set of explicit theoretical derivations from a generalisedbond-slip model for an epoxy bonded fibre reinforced polymer (FRP) sheetto concrete are presented. The derivations address the maximum bond resistance, load-slip response, effective bond length and stress-strain distributionsalong the FRP. The generalised bond-slip model was compared with the existing bond-slip models to obtain the optimal bond-slip parameter using bondresistance results of single and double lap shear tests results available in theliterature. The theoretical predictions using the optimal bond-slip parametersshowed good agreement with experimental results of double lap shear tests.Furthermore, in order to understand the influence of the bond-slip parameters,a series of parametric studies are presented. Overall, the proposed bond-slipmodel and explicit derivations provide complete understanding of bonded FRPon concrete, as opposed to the partial understanding provided by empirical andsemi-empirical models available in the literature