@article{scholars6102,
          number = {22},
          volume = {10},
           title = {Root cause of reinforced concrete dapped-end beams failure},
           pages = {42927--42933},
            note = {cited By 8},
         journal = {International Journal of Applied Engineering Research},
            year = {2015},
       publisher = {Research India Publications},
          author = {Aswin, M. and Mohammed, B. S. and Liew, M. S. and Syed, Z. I.},
            issn = {09734562},
             url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973160216&partnerID=40&md5=0a501192bc68c07dbf3bce2ebe68785f},
        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. {\^A}{\copyright} Research India Publications.}
}