3D thermo-mechanical coupled simulation of whole rolling process for 60kg/m heavy rail was accomplished by FEM method.The finite element model,physical parameters of U75 Vand parameter setting of simulation were introduced in detail.The whole rolling process of 60kg/m heavy rail was divided into 27 time cells to simulate respectively,and the model rebuilding and temperature inheritance method in intermediate pass were proceeded.Then,based on simulation results,the workpiece deformation result,metal flow,stress and strain of 60kg/m heavy rail for typical passes were obtained.The temperature variation curves of whole rolling process for section key points of60kg/m heavy rail were plotted,and the temperature falling law of whole rolling process for 60kg/m heavy rail was studied.In addition,temperature distribution of 60kg/m heavy rail after whole rolling process was analyzed,and the results showed that temperature was highest at center of rail head and lowest at fringe of rail base.Moreover,the simulation results and measured results of rolling force for 60kg/m heavy rail were compared,and the regularity was in good agreement. 3D thermo-mechanical coupled simulation of whole rolling process for 60kg / m heavy rail was accomplished by FEM method. The finite element model, physical parameters of U75 Vand parameter setting of simulation were introduced in detail. The whole rolling process of 60kg / m heavy rail was divided into 27 time cells to simulate respectively, and the model rebuilding and temperature inheritance method in intermediate pass were proceeded. Chen, based on simulation results, the workpiece deformation result, metal flow, stress and strain of 60 kg / m heavy rail for typical passes were obtained. The temperature variation curves of the whole rolling process for section key points of 60 kg / m heavy rail were plotted, and the temperature falling law of the whole rolling process for 60 kg / m heavy rail was studied. / m heavy rail after whole rolling process was analyzed, and the results showed that temperature was highest at center of rail head and lowest at fringe of rail base. Moreov er, the simulation results and measured results of rolling force for 60 kg / m heavy rail were compared, and the regularity was in good agreement.