Flexural capacity of bi-directional GFRP strengthened RC beams with end anchorages: experimental and theoretical studies
This paper presents the results of experimental and theoretical studies on the flexural capacity of reinforced concrete (RC) beams strengthened using externally bonded bi-directional glass fibre reinforced polymer (GFRP) composites and different end anchorage systems. A series of nine RC beams with...
| Main Authors: | , , , |
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| Format: | Article |
| Published: |
Emerald Publishing
2018
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/52641/ |