Development of a compatability model for the shear strengthening of reinforced concrete continuous beams using externally bonded bi-directional CFRP strips
The behaviour of reinforced concrete in shear is very complex and structure that fails in shear was dangerous than flexural failure because shear failure usually occurs suddenly and without any warning. It has been found out that many of existing reinforced concrete structures are deficient is shear...
| Main Authors: | , |
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| Format: | Thesis |
| Published: |
2013
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| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/6882/ http://eprints.uthm.edu.my/6882/1/FRGS_0708.pdf |