• Divya Sethi
• Satyendra Dubey

ECC has a bright application prospect in civil engineering for its high ductility and high toughness in tension. Engineered cementitious composites (ECC, also referred to as strain hardening cementitious composites and pseudo strain cementitious composites) is the name for a special class of high tensile-ductility concretes. The present analysis considered the effect of three different fibre i.e., Banana, Polypropylene and Polystyrene for developing Engineered Cementitious Composites (ECC) at different percentage of fly ash. An experimental study has been carried out. The density, flowability, compressive strength and flexural strength has been measured. The uniaxial compressive test, flwxural strength test were carried out to characterize the mechanical behaviour of ECC with 15 mix proportions while varying the type of fibre at different ash content. According the results the banana fibres are more suitable compare than the other two. The analysis has been carried out based on different percentage of ash content

Engineered cementitious composites, uniaxial compressive test, fibre, ash content etc

"STUDY THE EFFECT OF DIFFERENT FIBRE BASED ON THE CHARACTERISTICS OF ECC AT A VARIOUS PERCENTAGE OF FLY ASH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 2, page no.c249-c254, February-2022, Available :http://www.jetir.org/papers/JETIR2202251.pdf

"STUDY THE EFFECT OF DIFFERENT FIBRE BASED ON THE CHARACTERISTICS OF ECC AT A VARIOUS PERCENTAGE OF FLY ASH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 2, page no. ppc249-c254, February-2022, Available at : http://www.jetir.org/papers/JETIR2202251.pdf