TY  - JOUR
VL  - 10
JF  - International Journal of Applied Engineering Research
A1  - Aswin, M.
A1  - Mohammed, B.S.
A1  - Liew, M.S.
A1  - Syed, Z.I.
N1  - cited By 8
UR  - https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973160216&partnerID=40&md5=0a501192bc68c07dbf3bce2ebe68785f
Y1  - 2015///
PB  - Research India Publications
SP  - 42927
AV  - none
ID  - scholars6102
EP  - 42933
SN  - 09734562
N2  - 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.
IS  - 22
TI  - Root cause of reinforced concrete dapped-end beams failure
ER  -