Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement
In this thesis the experimental results of seven full-scale glass fiber-reinforced polymer (GFRP) reinforced concrete (RC) slab-column edge connections are presented. The dimensions of the slabs were 2,800×1,550×200 mm with a square column measuring 300×300×2,200 mm. The test connections were divide...
| Main Author: | |
|---|---|
| Other Authors: | |
| Published: |
2016
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/1993/31932 |