HIGHLIGHTS
SUMMARY
The shear strength of concrete beams with fibers was predicted using a basic physical design model developed by Spinella et_al, which considered crack width and shear crack slips. According to a comparison made by references, it is still challenging to accurately predict the shear capacity of SFRC beams using the various shear resistance models for SFRC. Despite the emergence of those models, some researchers have focused on some ML methods rather than others for predicting the shear strength of SFRC beams. For a total of 330 SFRC beams, the statistical evaluation of the various . . .
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