eprintid: 10184
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/01/01/84
datestamp: 2023-11-09 16:36:48
lastmod: 2023-11-09 16:36:48
status_changed: 2023-11-09 16:30:47
type: article
metadata_visibility: show
creators_name: Khed, V.C.
creators_name: Mohammed, B.S.
creators_name: Shahir Liew, M.
creators_name: Alaloul, W.S.
creators_name: Adamu, M.
title: Hybrid fibre rubberized ECC optimization for modulus of elasticity
ispublished: pub
note: cited By 21
abstract: Optimization using the response surface methodology (RSM) for the modulus of elasticity utilizing crumb rubber in partial replacement with the sand along with the incorporation of hybrid fibers such as PVA and tirewire in engineered cementitious composites (ECC). The crumb rubber in ECC ensured the homogeneous dispersion of fibers and also restricted the fracture toughness of the matrix. An appropriate hybrid combination of fibers facilitated in balancing the ultimate strength, strain capacity and crack width with the proper volume of PVA and tirewire fibre. The modulus of elasticity for hybrid combination was more than the ECC with only PVA fibers and in meanwhile the tirewire fibers balanced the negative effect due to the crumb rubber and PVA fibers on modulus of elasticity. RSM aided in optimizing the ingredients in the ECC to achieve better performance of the ECC material. RSM optimized results using ANOVA (Analysis of variance) was experimentally verified and it was found that less than 5 of the difference in the results with the desirability of 1. © IAEME Publication.
date: 2018
publisher: IAEME Publication
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85052407462&partnerID=40&md5=b8263e341a0a64b71212bc2833ba92ed
full_text_status: none
publication: International Journal of Civil Engineering and Technology
volume: 9
number: 7
pagerange: 918-928
refereed: TRUE
issn: 09766308
citation:   Khed, V.C. and Mohammed, B.S. and Shahir Liew, M. and Alaloul, W.S. and Adamu, M.  (2018) Hybrid fibre rubberized ECC optimization for modulus of elasticity.  International Journal of Civil Engineering and Technology, 9 (7).  pp. 918-928.  ISSN 09766308