eprintid: 11060
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/01/10/60
datestamp: 2023-11-10 03:25:37
lastmod: 2023-11-10 03:25:37
status_changed: 2023-11-10 01:14:25
type: article
metadata_visibility: show
creators_name: Mohammed, B.S.
creators_name: Aswin, M.
creators_name: Liew, M.S.
creators_name: Zawawi, N.A.W.A.
title: Structural Performance of RC and R-ECC Dapped-End Beams Based on the Role of Hanger or Diagonal Reinforcements Combined by ECC
ispublished: pub
keywords: Failure modes; Materials, Control beams; Crack patterns; Dapped-end beams; Engineered cementitious composite (ECC); Failure load; Resisting the shears; Standard codes; Structural performance, Reinforced concrete
note: cited By 18
abstract: Twenty-seven large-scale beams with dapped-end have been prepared, cast and tested to failure in the three points loading arrangement. One control beam has been designed in accordance with requirement of standard code while the dapped-end reinforcement scheme of other beams has been derived from the control beam. In selected beams, engineered cementitious composites (ECC) has been utilized in the dapped-end region. The test results exhibited that DR is more appropriate and higher capacity than HR in resisting the shear force. In addition, the reinforced engineered cementitious composites dapped-end beams (R-ECC-DEB) showed higher structural performance compared to the normal reinforced concrete dapped-end beams (RC-DEBs). The strength of ECC also has direct effect on the failure capacity of the R-ECC-DEB, in which higher strength of ECC leads to higher failure capacity of R-ECC-DEB. © 2019, The Author(s).
date: 2019
publisher: Korea Concrete Institute
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071669062&doi=10.1186%2fs40069-019-0356-x&partnerID=40&md5=b076e4c8cdf6e4515c6a85ef3ed040b1
id_number: 10.1186/s40069-019-0356-x
full_text_status: none
publication: International Journal of Concrete Structures and Materials
volume: 13
number: 1
refereed: TRUE
issn: 19760485
citation:   Mohammed, B.S. and Aswin, M. and Liew, M.S. and Zawawi, N.A.W.A.  (2019) Structural Performance of RC and R-ECC Dapped-End Beams Based on the Role of Hanger or Diagonal Reinforcements Combined by ECC.  International Journal of Concrete Structures and Materials, 13 (1).   ISSN 19760485