Behaviour of rectangular RC columns confined with bi-directional GFRP under combined axial and bending loadings
Concrete structural members, such as columns, can deteriorate owing to a variety of circumstances, including concrete cracks, steel reinforcement corrosion, poor structural design, excessive loading, natural disasters, and harsh weather conditions. Various corrective actions may be necessary to reha...
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| Format: | Thesis (University of Nottingham only) |
| Language: | English |
| Published: |
2022
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| Online Access: | https://eprints.nottingham.ac.uk/67463/ |