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Root cause of reinforced concrete dapped-end beams failure

Aswin, M. and Mohammed, B.S. and Liew, M.S. and Syed, Z.I. (2015) Root cause of reinforced concrete dapped-end beams failure. International Journal of Applied Engineering Research, 10 (22). pp. 42927-42933.

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Official URL: https://www.scopus.com/inward/record.uri?eid=2-s2....

Abstract

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 relationship of the beams were improved. However, test results of 4 large scale RC dapped-end beams showed that the highest stress concentration factors were recorded at the re-entrant corners compared to other area of the dapped-end region of the beam. © Research India Publications.

Item Type:Article
Impact Factor:cited By 3
ID Code:26012
Deposited By: Ms Sharifah Fahimah Saiyed Yeop
Deposited On:30 Aug 2021 08:49
Last Modified:30 Aug 2021 08:49

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