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...
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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 |