Simulation of strengthened reinforced concrete beam debonding behaviour using global energy balance approach / Nusrat Hoque
Flaws and insufficient strength in the concrete-FRP interface normally initiate the debonding failure of FRP strengthened RC beams. Existing strength based model is generally good for predicting local failure of structure but not the overall failure. Hence, is not efficient in predicting the debondi...
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| Format: | Thesis |
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2018
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| Online Access: | http://studentsrepo.um.edu.my/9360/7/Nusrat_Hoque.pdf http://studentsrepo.um.edu.my/9360/9/nusrat.pdf http://studentsrepo.um.edu.my/9360/ |
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