Investigation of the Effect of Crumb Rubber on the Static and Dynamic Response of Reinforced Concrete Panels

Increasing the mass of a wall system as well ability to absorb energy can improve blast resistance. The role ductile materials attached externally tension side has been studied extensively ductility and In present study, use hyperelastic materials, added internally systems, was analyzed determine static resistance those systems. this paper, adding shredded rubber concrete mix replacement for coarse aggregates traditionally used in designing mixes investigated. replace is hypothesized enhance panels’ blast-resistant by increasing ductility. evaluation contents, normal design without compared with two contents. Static functions were developed evaluating performance cylinders full-scale specimens aggregate partially replaced under simulated uniform loading tree. According results test, there reduction compressive strength due rubber, which caused crack more easily during testing. Increased content decreased walls’ maximum load overall Furthermore, mode failure rubberized significantly different from any rubber.