Abstract
In this paper, an empirical model for a strut efficiency factor is proposed and introduced in to the softened strut and tie model to predict the ultimate shear strength and the corresponding ultimate load of simply supported steel reinforced concrete (RC) deep beams under 4-point bending without transverse reinforcements. The proposed model accounts for the influence of shear span to depth ratio
concrete compressive strength
area of steel reinforcement
diagonal strut angle
and width of loading plate
In addition, an empirical model for a stiffness degradation coefficient
accounting for the influence of overall depth of the beam
and the diagonal strut angle
is proposed and introduced in to a deflection prediction model to predict the corresponding ultimate deflection. In this study, 12 numbers of steel RC deep beams are cast and tested. The empirical models are proposed for the strength and the deflection prediction using regression analysis based on the test results of 373 and 86 steel RC deep beams respectively, which includes the 12 test beams of the present study. The proposed models are validated by accounting for the maximum range of the parameters involved in the database. The predictions based on the proposed models are compared with the predictions based on the other models. The comparison shows that the proposed models can accurately predict the ultimate load and the mid span deflection of the steel RC deep beams.
Disclosure statement
On behalf of all authors, the corresponding author states that there is no conflict of interest.