Optimized effective strain model for externally bonded FRP shear strengthened RC members
Discrepancies in the current design guidelines on externally bonded FRP shear strengthening for reinforced concrete (RC) structures had initiated this research study. It is generally believed that the erroneous and irrelevant effective FRP strain models adopted in many of the design guidelines, whic...
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| Main Authors: | , |
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| Format: | Conference or Workshop Item |
| Published: |
International Institute for FRP in Construction (IIFC)
2014
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067779975&partnerID=40&md5=91039aaa7ce9547a8c3abe99e1ee411c http://eprints.utp.edu.my/31674/ |
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| Institution: | Universiti Teknologi Petronas |