Research Article

Prediction about Effect of Span-to-Depth Ratio on Shear Capacity for FRP Bar Reinforced Concrete Beams without Web Reinforcement

Table 1

Models for the shear capacity of FRP bar reinforced concrete beams without web reinforcement.

ModelEquations

CAN/CSA-S806-12
ACI440.1R-15
CNR-DT203-2006
GB50608-2020
Gao and Zhang