A study on the structural behaviour of Self Sensing Concrete using Nanomaterial as Fillers

Abstract Concrete technology has recently advanced to the point that different sensors can be used to measure a building’s mechanical attributes, including stress, amount of crack formation, deflection, and in various applications across Civil engineering disciplines. This can be achieved by various techniques or methods to measure the stress and strain of concrete in real-time. One of the methods is self-sensing concrete. To measure the self-sensing characteristics, concrete should be prepared with materials that possess sensing properties. Fibers (Carbon fibers, Steel fibers etc.,) and nanoparticles (nano nickel powder, carbon black powder, graphene powder etc.) are the main sources in the preparation of sensing concrete. This paper reviews the study on various self-sensing materials and methods that can be adopted and the study on the piezoresistive characteristics of concrete. The carbon and steel fiber-based self-sensing concrete were examined for compressive, tensile, and flexural strength as well as the electrical resistivity of the concrete was discussed in this paper.