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Principal Component and Multiple Regression Analysis for Steel Fiber Reinforced Concrete (SFRC) Beams

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Figure

Table 3 Database details for the selected SFRC beams.
Fig. 1 The relationship among the independent variables of compressive strength (CS), reinforcement ratio (RR), span-depth ratio(SDR), aspect ratio (AR), fiber volume (FV) and fiber type (FT) and the response variable of shear strength (SS).
Fig. 2 Comparison between the predicted and experimental shear strength of SFRC beams.
Table 4 Statistical analysis of shear strength prediction models for low strength SFRC beams with( a/d � 2.5 and hooked fibersLS-DB-H).
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