“…Between the polymer concrete and GFRP, shear stress and normal stress applied 24. The GFRP‐reinforced polymer concrete used in this study was of the precast type so that the following equations, suggested by Roberts,8 were used for stress analysis: where σ max is the maximum normal stress, τ max is the maximum shear stress, K s = G a ( b a / d a ) is the shear stiffness per unit length, K n = E a ( b a / d a ) is the normal stiffness per unit length, F 0 is the global shear force in the beam, E frp is the Young's modulus of FRP, b frp is the width of FRP, d frp is the depth of FRP, M 0 is the global bending moment, I is the geometrical moment of inertia of the full composite, b a is the width of the adhesive layer, h frp is the effective depth of FRP, h is the depth of neutral axis, I frp is the geometrical moment of inertia, G a is the shear modulus of the adhesive, d a is the depth of the adhesive layer, and E a is the Young's modulus of the adhesive.…”