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Event that loss of formwork is not feasible, it should be checked whether the finished work performed according to the proposed theoretical limits. Further, the building owner should be aware that a smart concrete can reduce the material cost by 50 to 60% and save cost in materials and formwork. The researchers also emphasized the need for additional experiments to identify the origin of the sudden crack in the reinforced concrete structures.Natarajan and Gowda (2008) proposed the following equation to represent the tensile force on the baranalysis of reinforced concrete structure: F= K⋅V⋅σ+ M⋅V⋅T, where F is the failure force,K is the coefficient of friction, V is the velocity, t is time, and σ is the strength. M is thecoefficient of structural damping & M is expressed by: M=k⋅Vm, where k and m are material parameters. The value of the coefficientK depends on the materials used and the loading conditions. Are-quian (2008) and Ryu (2004)presented analyses of composite materials in the high-frequency range. The analysis of the frequency-dependentproperties of composite materials presented by Martin et al. (1976) can be adopted foraccelerated crack growth in cement-based materials and allows us to predict the fatigue lifeof the structures (Akdeniz et al. 2000). d2c66b5586