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...

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Bibliographic Details
Main Author: Mostafa, Ahmed
Other Authors: El-Salakawy, Ehab (Civil Engineering)
Published: 2016
Online Access:http://hdl.handle.net/1993/31932