In this paper, the tensile capacity of the grout-filled head splice sleeve experienced repeated loads was evaluated. From the tensile test of the sleeves, it was found that all the sleeves had enough tensile strength showing the tensile failure of the steel bars.

The purpose of this research is describing the structural behavior of the Head-Splice Sleeve by a finite element analysis. It is consistent with the experimental date that considering the contact element between mortar and structural steel. This paper is trying to propose that the results of analysis method can be used on the future Finite Element Analysis．