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<https://khub.utp.edu.my/scholars/id/eprint/6102> <http://purl.org/dc/terms/title> "Root cause of reinforced concrete dapped-end beams failure"^^<http://www.w3.org/2001/XMLSchema#string> .
<https://khub.utp.edu.my/scholars/id/eprint/6102> <http://purl.org/ontology/bibo/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."^^<http://www.w3.org/2001/XMLSchema#string> .
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