Predicting the Shear Strength of High-Strength Steel Fiber Reinforced Concrete Beams without Stirrups

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This paper predicts the shear strength of high-strength steel fiber reinforced concrete (SFRC) beams without stirrups based on existing experimental test results from 5 previous studies. A suitable model was developed by performing linear regression analysis on the database. The adequacy of the model was examined from statistical point of view.

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2938-2942

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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