抄録
This is a part of researches on the anchorage zone problems of prestressed concret members. In this report, the method of stress analysis based on Dynamic Relaxation and some resuluts of the numerical calculation on the stress distribution in the anchorage zone subjected to two dimensional loading are described. The loading conditions considered in this report are as follows; 1) One point symetrical loading 2) Two points symetrical loading 3) One point eccentric loading 4) Inclined loading 5) Parabolic concentrated loading The stress distribution obtained by the author agrees very well with that obtained by exact solution based on elastic theory.
