In order to study the beam end anchorage bar with effect of stirrups on the structural behavior of beams, static loading tests were carried out for three root anchorage depths of 20D, 25D, 30D, respectively from the anchorage end without a stirrup anchorage beam. ANSYS finite element simulations for anchorage depths of 20D, 25D, 30D of the anchorage beam were also conducted to investigate the flexural mechanical properties, the drawing span load deflection curves, the bar with load stress changes. It is found that the reaction has no additional effect on the beam stirrups. The cyclic loading tests and FE simulations show the addition of stirrups at the end of the anchorage can alleviate the concentration and improve the general ductility, anchorage beam cracking load, ultimate load stress of anchorage end, and reduce the reinforcement strain, as well as the residual deformation.