A new steelconcrete composite structure was proposed which composed of steel box beam

PC beam and PBH Shear connection. Bend test was carried out for the performance study of deformation and stress. It was found that Material advantages of steel and concrete were fully used and crack of concrete and local instability of steel box were avoided. And the deformation between steel box and concrete can be smoothed with PBH shear connection. As the calculated values showed good agreements with the test results

the proposed formulas can be reliably applied to the practice analysis. With the different parameters analysis

mechanic performance of the composite was obtained.