Author:
Al-Mulla Ikram F,Al-Rihimy Ammar S,Abd Alameer Maitham S
Abstract
Abstract
Bendable concrete, also known as Engineered Cementitious Composite (ECC) is a type of ultra-ductile cementitious composites reinforced with fibres to control the width of cracks. It has the ability to enhance concrete flexibility by withstanding strains of 3% and higher. The properties of bendable concrete mixes (compressive strength, flexural strength, and drying shrinkage) are here assessed after the incorporation of supplementary cementitious materials, silica fume, polymer fibres, and the use of ordinary Portland cement (O.P.C) and Portland limestone cement (IL). Mixes with Portland limestone cement show lower drying shrinkage and lower compressive and flexural strength than mixes with ordinary Portland cement, due to the ratio of clinker existence being lower in the Portland limestone cement.
Reference19 articles.
1. Bendable Concrete: A Review;Gadhiya;International Journal of structural and civil engineer research IJSCER,2015
2. Comparative study on compressive strength of Self-cured SCC and Normally cured SCC;Patil;Int. Journal of Engineering Research and Applications,2014
3. High-Performance, High-Volume Fly Ash Concrete for Sustainable Development;Mehta,2004
4. Influence of curing condition and cracking time on the self-healing behavior of Engineered Cementitious Composites;Qian;Journal of Cement & Concrete Composites,2010
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