The fatigue property of rubberized concrete under three point flexure was studied by test,by comparison with normal concrete under the different stress level and different rubber dosage. The test results show that rubber powder influences the compressive strength of concrete. The greater the rubber dosage is, the greater the strength decrease of concrete. The addition of rubber improves the toughness and deformation ability of the normal concrete. Especially it can improve the fatigue performance and prolong the service life of concrete.