Root cause of reinforced concrete dapped-end beams failure
The failure mode of 111 RC dapped-end beams are presented and evaluated. The 93.69 of the tested beams were failed in shear at the re-entrant corners of the dapped-end region. Although many strengthening methods have been used to strengthening the dapped-end region, only the load-deflection relation...
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| Main Authors: | , , , |
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| Format: | Article |
| Published: |
Research India Publications
2015
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973160216&partnerID=40&md5=0a501192bc68c07dbf3bce2ebe68785f http://eprints.utp.edu.my/26012/ |
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