Exponential Mathematical Model for Prediction of Steel Fibre Reinforced Concrete Flexural Strength By Using 3 Independent Pie Terms


Dr.A.M.Shende, Principal
Priyadarshini.J.L.College of Engineering, Nagpur, Maharastra, India.
Dr.K.P.Yadav, Vice chancellor
Sangam University, Bhilwara, Rajasthan, India.
Dr.A.M.Pande, Director
R &D, Y.C.C.E, Nagpur, India.


The object of the present research paper is to develop Exponential Mathematical Model from Three independent pi terms. (Aspect ratio, Water-cement ratio and percentage of fibre) for prediction of SFRC flexural strength. The output of this Mathematical model can be evaluated by comparing it with experimental strength. The study becomes more fruitful when Analysis from indices of the models. The indices of the model are the indicator of how the phenomenon is getting affected because of the interaction of various independent pi terms in the models.