| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 818848 | Composites Part B: Engineering | 2012 | 11 Pages |
Abstract
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.
Related Topics
Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Christian Skodborg Hansen, Jacob Wittrup Schmidt, Henrik Stang,