Mechanical properties of engineered cementitious composites using local ingredients

This research focuses on the mechanical properties of Engineered Cementitious Composites (ECC). Few ECC mixtures were designed and tested under direct tensile test and compression test. The novelty of this research is the utilization of available local materials in Malaysia, which is significantly d...

Full description

Bibliographic Details
Published in:Journal of Mechanical Engineering
Main Author: Wee L.S.; Lian O.C.; Zain M.R.M.
Format: Article
Language:English
Published: UiTM Press 2019
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85072887244&doi=10.24191%2fjmeche.v16i2.15332&partnerID=40&md5=aaedae02608dffb40790f006c2c12414
id 2-s2.0-85072887244
spelling 2-s2.0-85072887244
Wee L.S.; Lian O.C.; Zain M.R.M.
Mechanical properties of engineered cementitious composites using local ingredients
2019
Journal of Mechanical Engineering
16
2
10.24191/jmeche.v16i2.15332
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85072887244&doi=10.24191%2fjmeche.v16i2.15332&partnerID=40&md5=aaedae02608dffb40790f006c2c12414
This research focuses on the mechanical properties of Engineered Cementitious Composites (ECC). Few ECC mixtures were designed and tested under direct tensile test and compression test. The novelty of this research is the utilization of available local materials in Malaysia, which is significantly different from the ingredients employed by previous researchers in the US, Japan and other countries. The ingredients used for ECC mixtures in this research were Ordinary Portland Cement (OPC), ground granulated blast-furnace slag (GGBS), sand, water, superplasticizer (SP) and polypropylene (PP) fibers. Local ingredients such as river sand and GGBS were used to replace micro silica sand and fly ash in the standard mix of ECC. Test results demonstrated that tensile ductility and compressive strength in ECC improved as compared to normal concrete. The effect of cement replacement ratio and fibres content are discussed based on the performance in both tensile and compressive properties. Comparison with previous studies was carried out to identify the weaknesses of the current ECC mixture, so that improvement can be done in future studies. The best ECC mixture is proposed according to the performance in mechanical properties. © 2018 Faculty of Mechanical Engineering, Universiti Teknologi MARA (UiTM).
UiTM Press
18235514
English
Article
All Open Access; Bronze Open Access
author Wee L.S.; Lian O.C.; Zain M.R.M.
spellingShingle Wee L.S.; Lian O.C.; Zain M.R.M.
Mechanical properties of engineered cementitious composites using local ingredients
author_facet Wee L.S.; Lian O.C.; Zain M.R.M.
author_sort Wee L.S.; Lian O.C.; Zain M.R.M.
title Mechanical properties of engineered cementitious composites using local ingredients
title_short Mechanical properties of engineered cementitious composites using local ingredients
title_full Mechanical properties of engineered cementitious composites using local ingredients
title_fullStr Mechanical properties of engineered cementitious composites using local ingredients
title_full_unstemmed Mechanical properties of engineered cementitious composites using local ingredients
title_sort Mechanical properties of engineered cementitious composites using local ingredients
publishDate 2019
container_title Journal of Mechanical Engineering
container_volume 16
container_issue 2
doi_str_mv 10.24191/jmeche.v16i2.15332
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85072887244&doi=10.24191%2fjmeche.v16i2.15332&partnerID=40&md5=aaedae02608dffb40790f006c2c12414
description This research focuses on the mechanical properties of Engineered Cementitious Composites (ECC). Few ECC mixtures were designed and tested under direct tensile test and compression test. The novelty of this research is the utilization of available local materials in Malaysia, which is significantly different from the ingredients employed by previous researchers in the US, Japan and other countries. The ingredients used for ECC mixtures in this research were Ordinary Portland Cement (OPC), ground granulated blast-furnace slag (GGBS), sand, water, superplasticizer (SP) and polypropylene (PP) fibers. Local ingredients such as river sand and GGBS were used to replace micro silica sand and fly ash in the standard mix of ECC. Test results demonstrated that tensile ductility and compressive strength in ECC improved as compared to normal concrete. The effect of cement replacement ratio and fibres content are discussed based on the performance in both tensile and compressive properties. Comparison with previous studies was carried out to identify the weaknesses of the current ECC mixture, so that improvement can be done in future studies. The best ECC mixture is proposed according to the performance in mechanical properties. © 2018 Faculty of Mechanical Engineering, Universiti Teknologi MARA (UiTM).
publisher UiTM Press
issn 18235514
language English
format Article
accesstype All Open Access; Bronze Open Access
record_format scopus
collection Scopus
_version_ 1820775467599265792