The compression-shear failure of steel fiber reinforced concrete(SFRC) was studied by varying compressive stress and steel fiber content.The obvious material softening character of SFRC after compression-shear failure,indicated by the bilinear shear softening curve,can be observed from test data.The compression-shear strength of SFRC is proven to be the function of compressive stress and steel fiber contents.However,the enhancing effect from compressive stress and steel fiber content is independent.According to the test data,the calculation formula of compression-shear strength was proposed and verified with the finite element method.