The use of concrete and special concrete in concrete structures is expanding due to the unique properties of this type of concrete.Therefore, fiber reinforced cement composites have seen remarkable advances in recent years. On the other hand, due to the wide use of deep beams in structures such as tall buildings, dams, sea docks, shear walls, etc., their behavior to designers of the structure is of special importance.One of the most important problems in concrete structures is the relative brittleness and brittleness, and the lack of power of the bearings after cracking and, as a result, the durability and low absorption capacity of concrete.One way to overcome this problem is to articulate concrete into fibers, which results in the formation of multiple micro-cracks, which is the main characteristic of the tensile strength of the HPFRCC materials.According to the main study of the use of this material on bending behavior and less attention to shear behavior, in this research, the shear behavior of these materials in deep beams has been investigated.In this regard, the experimental response of 5 artillery shells, including deep-armed HPFRCC beams under central load in the middle of the span with a shear span ratio of 0.75, was investigated.Deep beams of the first group were made with different percentages of fibers 0, 1 and 2%, and beams of the second group with steel fibers 0 and 2%. The first group did not have a shear reinforcement and the second group had shear reinforcement. After the experiments, it was observed that with increasing the percentage of steel fibers in the beams, the bearing capacity as well as the ductility of the specimens increased significantly.