Abstract

Engineered Cementitious Composite (ECC), also called bendable concrete, is an easilymolded mortar-based composite reinforced with specially selected shortrandom fibers, usually polymer fibers. Unlikeregular concrete, ECC has a strain capacity in the range of   3% – 7%, compared to 0.01% for OrdinaryPortland Cement (OPC). ECC therefore acts more like aductile metal than a brittle glass (as does OPC concrete),leading to a wide variety of applications.For this purpose there have been 1standard concrete batch mix of total 36 samples (70% C + 30% FlyAsh + 100% FA +100% CA)  and 3 partially concrete batchmix of 108 sample were created (68.5% to 67.5% C + 30% FlyAsh + 1.5% to 2.5%ARGF + 100% FA + 0% CA). Every batch contains 27 samples of concrete cubes of150x150x150mm size, 27 samples of beams of 100x100x500mm size and 27samples ofcylinders of 150x300mm size. Additionally for the check of durability 9samples(cubes, beams and cylinders) were created. These samples were tested withdifferent partially replaced samples for comparison purpose.

Keywords:Cement,Bendable Concrete, Alkali Resistant Glass Fiber, Partial Replacement,Durability, Compressive Strength, Flexural Strength, Split Tensile Strength.