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Properties of nano-silica-modified self-compacting engineered cementitious composites

Mohammed, B.S. and Achara, B.E. and Nuruddin, M.F. and Yaw, M. and Zulkefli, M.Z. (2017) Properties of nano-silica-modified self-compacting engineered cementitious composites. Journal of Cleaner Production, 162 . pp. 1225-1238.

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Official URL: https://www.scopus.com/inward/record.uri?eid=2-s2....

Abstract

An engineered cementitious composite (ECC) is a type of high-performance fibre-reinforced composite developed based on micromechanical principles. To improve the modulus of elasticity and minimise the drying shrinkage in self-compacting (SC) ECC without adversely affecting its ductility, nano-silica (NS) is included in the cementitious composite. Twenty SC-ECC mixtures were proportioned, cast, cured, and tested to determine the fresh and hardened properties by using two variables: polyvinyl alcohol (PVA) fiber and NS particles. Five levels of NS (0, 1, 2, 3, and 4) and four levels of PVA (0.5, 1, 1.5, and 2) were considered. A response surface methodology was used to conduct multi-objective optimisation and develop mix proportions that produce the best response to the compressive strength, modulus of elasticity, and energy absorption. It was found that mixtures with 2 PVA and 1.89 NS produce the most desirable responses. © 2017 Elsevier Ltd

Item Type:Article
Impact Factor:cited By 3
Departments / MOR / COE:Division > Academic > Faculty of Engineering > Civil Engineering
ID Code:19354
Deposited By: Ahmad Suhairi
Deposited On:20 Apr 2018 00:21
Last Modified:20 Apr 2018 00:21

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