%0 Journal Article
%@ 09734562
%A Aswin, M.
%A Mohammed, B.S.
%A Liew, M.S.
%A Syed, Z.I.
%D 2015
%F scholars:6102
%I Research India Publications
%J International Journal of Applied Engineering Research
%N 22
%P 42927-42933
%T Root cause of reinforced concrete dapped-end beams failure
%U https://khub.utp.edu.my/scholars/6102/
%V 10
%X 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.
%Z cited By 8