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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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書誌詳細
主要な著者:	Aswin, M., Mohammed, B.S., Liew, M.S., Syed, Z.I.
フォーマット:	論文
出版事項:	Research India Publications 2015
オンライン･アクセス:	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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