According to elastic theory and the assumption of partial combination section,considering the effect of shear deformation of RC beam and AFRP,this paper provides the analytical solution of the bonding shear stress and normal stress between the concrete surface and AFRP.In addition,with the application of boundary condition,this paper gives the interfacial shear stress and normal stress in the adhesive layer for two point loads,and plots the distribution curve of interfacial shear stress and normal stress,which demonstrates the distribution characters of stress in the adhesive layer.Finally,this paper presents methods for decreasing stress concentration at the end of AFRP,which can afford reference for the project.