Abstract. This paper deals with the tensile behaviour of steel fiber reinforced concrete with respect to fibers content. A series of experimental tests were conducted to investigate uniaxial tensile ductility by using epoxy adhesive method. The specimen dimension was 100×100×200mm3 and the content of steel fiber was 20kg/m3, 40 kg/m3, 60 kg/m3 and 80 kg/m3, respectively. The test results showed that steel fiber can improve the tensile property effectively.