Publication: Research - peer-review › Journal article – Annual report year: 2012
The load capacity of bonded joints can be increased if transverse pressure is applied at the interface. The transverse pressure is assumed to introduce a Coulomb-friction contribution to the cohesive law for the interface. Response and load capacity for a bonded single-lap joint was derived using non-linear fracture mechanics. The results indicated a good correlation between theory and tests. Furthermore, the model is suggested as theoretical base for determining load capacity of bonded anchorages with transverse pressure, in externally reinforced concrete structures.
|Journal||Composites Part B: Engineering|
|Citations||Web of Science® Times Cited: 1|
- Mechanical testing, Debonding, Fracture, Analytical modelling