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ISSN 2063-5346
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PREDICTION OF STEEL FIBRE REINFORCED CONCRETE STRENGTH BY USING 3 INDEPENDENTPIE TERMS WITH RESPONSE SURFACE METHODOLOGY (RSM) MODEL

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A.M. Shende1*, A.D.Kadam2
» doi: 10.48047/ecb/2023.12.si5a.0542

Abstract

The object of the present research paper is to develop Response surface methodology (RSM) Models from three independent pi terms. (Aspect ratio, percentage of fibre and control strength for prediction of SFRC strength). The output of this RSM model can be evaluated by comparing it with experimental strength and the predicted RSM model strength. The study becomes more fruitful when my using same model three SFRC strength were predicted that is compressive strength, flexural strength and split tensile strength.

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