eprintid: 6102
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/00/61/02
datestamp: 2023-11-09 16:17:51
lastmod: 2023-11-09 16:17:51
status_changed: 2023-11-09 16:04:53
type: article
metadata_visibility: show
creators_name: Aswin, M.
creators_name: Mohammed, B.S.
creators_name: Liew, M.S.
creators_name: Syed, Z.I.
title: Root cause of reinforced concrete dapped-end beams failure
ispublished: pub
note: cited By 8
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.
date: 2015
publisher: Research India Publications
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84973160216&partnerID=40&md5=0a501192bc68c07dbf3bce2ebe68785f
full_text_status: none
publication: International Journal of Applied Engineering Research
volume: 10
number: 22
pagerange: 42927-42933
refereed: TRUE
issn: 09734562
citation:   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.  ISSN 09734562