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Conventional concretes are nearly unbendable, and just 0.1 percent of strain potential
makes them incredibly brittle and stiff. This absence of bendability is a significant cause of strain
failure and has been a guiding force in the production of an elegant substance, bendable concrete,
also known as engineered cement composites, abbreviated as ECC. This type of concrete is
capable of displaying dramatically increased flexibility. ECC is reinforced with
micromechanical polymer fibers. ECC usually uses a 2 percent volume of small, disconnected
fibers. Thus, bendable concrete deforms but without breaking any further than conventional
concrete. This research aims to involve this type of concrete, bendable concrete, that will give
solut
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