Flexural performance of RC beams strengthened with externally-side bonded reinforcement (E-SBR) technique using CFRP composites
Reinforced concrete (RC) structures necessitate strengthening for various reasons. These include ageing, deterioration of materials due to environmental effects, trivial initial design and construction, deficiency of maintenance, the advancement of design loads, and functional changes. RC structures...
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Main Authors: | , , , , |
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Format: | Article |
Published: |
MDPI
2021
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Subjects: | |
Online Access: | http://eprints.um.edu.my/27931/ |
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Institution: | Universiti Malaya |