Abstract
The pull-out strengths of an axisymmetric FRP rod and a steel reinforcing bar embedded in concrete are compared analytically. It is found that the transverse weakness and flexibility of the FRP influences the pull-out strength of the FRP reinforcing bar, and makes it likely that the pull-out failure of the FRP bar will be governed by the FRP, whereas the capacity of the steel bar will be governed by the concrete.
| Original language | English (US) |
|---|---|
| Title of host publication | Proceedings of Engineering Mechanics |
| Pages | 114-117 |
| Number of pages | 4 |
| Volume | 1 |
| State | Published - 1995 |
| Event | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) - Boulder, CO, USA Duration: May 21 1995 → May 24 1995 |
Other
| Other | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) |
|---|---|
| City | Boulder, CO, USA |
| Period | 5/21/95 → 5/24/95 |
All Science Journal Classification (ASJC) codes
- Architecture
- Civil and Structural Engineering