There are two ways of using steel sheets and FRP sheets for concrete members reinforcement or restoration. Each of these two methods is unstandardization of these materials with concrete and lack of coordination in their manner and characteristics. First researches have shown that the new HPFRCC material that mainly is a concrete with a high resistance with steel, glass, aramid and carbon fiber has a suitable behavioral coordination with concrete and can increase concrete resistance frame the point of view of bending and sectional as these two other materials. In this article, we try to compare concretes which one consist of above fiber frame the point of view of compressive and tonsorial resistance to produce concrete sheets with high resistance completely, that at last simple's receptacle of steel sheets had better results of compressive and tonsorial resistance to produce these sheets into other samples. Strengthening, Concrete Sheet, Steel Fiber, Glass, Agamid Fiber